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IALCCE 2016Final ProgramFifth International Symposium on Life-Cycle Civil Engineering

October 16-19, 2016 / The Netherlands, Delft

Life-Cycle of Engineering Systems:Emphasis on Sustainable Civil Infrastructure

1 Fifth International Symposium on Life-Cycle Civil Engineering

Sunday 16 October Sunday 16 October16.30-20.00 Registration (City Hall Delft) Registration (City Hall Delft) 16.30 20.00

17.00-20.00 Welcome Reception (City Hall Delft) Welcome Reception (City Hall Delft) 17.00 20.00

Monday 17 October Monday 17 October8.30-9.30 Opening Ceremony (Theatre de Veste) Opening Ceremony (Theatre de Veste) 8.30-9.30

9.30-10.00 Fazlur R. Khan lecture (Theatre de Veste) D. Davies Fazlur R. Khan lecture (Theatre de Veste) D. Davies 9.30-10.00

10.00-10.30 Coffee Break (Theatre de Veste) Coffee Break (Theatre de Veste) 10.00-10.30

10.30-11.00 Keynote lecture (Theatre de Veste) A.H.-S. Ang Keynote lecture (Theatre de Veste) A.H.-S. Ang 10.30-11.00

11.00-11.30 Keynote lecture (Theatre de Veste) B.F. Spencer Jr Keynote lecture (Theatre de Veste) B.F. Spencer Jr 11.00-11.30

11.30-12.00 Keynote lecture (Theatre de Veste) M.J.C.M. Hertogh Keynote lecture (Theatre de Veste) M.J.C.M. Hertogh 11.30-12.00

12.00-13.30 Lunch (Foyer TU Delft) Lunch (Foyer TU Delft) 12.00-13.30

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)

13.30-15.00 MS5: Building Information Models (BIM) for the Life-Cycle

MS3: Life-Cycle Performance Assessment of Civil Engineering Systems

MS12: Integrative monitoring for the Life-Cycle performance of engineering structures

MS7: Life-Cycle Maintenance Technology and Management System for Concrete Roads in Severe Chloride Environment Region

SS4: Long term Performance optimization SS12: Performance of concrete during life-cycle SS1: Learning from excellent performance 13.30-15.00

15.00-15.30 Coffe Break Coffee Break 15.00-15.30



SS5: Risk based maintenance from Life-Cycle perspective


MS10: Assessment of structural capacity by proof loading MS9: Modeling time-dependent behavior and deterioration of concrete

MS1: Life‐Cycle Performance of Structural Systems under Multiple Hazards

15.30-17.00

17.00-17.30 Coffee Break Coffee Break 17.00-17.30


GS3: Service Life Prediction SS6: Dynamic Contracting: Optimal performance over the life cycle due to better cooperation between contact partners

GS2: Earthquake and Accidental Loads MS10: Assessment of structural capacity by proof loading MS9: Modeling time-dependent behavior and deterioration of concrete


17.30-18.30

Tuesday 18 October Tuesday 18 October8.30-9.00 Keynote lecture (Auditorium TU Delft) S.N. Jonkman Keynote lecture (Auditorium TU Delft) S.N. Jonkman 8.30-9.00

9.00-9.30 Keynote lecture (Auditorium TU Delft) T. Uomoto Keynote lecture (Auditorium TU Delft) T. Uomoto 9.00-9.30

9.30-10.00 Keynote lecture (Auditorium TU Delft) E. Brühwiler Keynote lecture (Auditorium TU Delft) E. Brühwiler 9.30-10.00

10.00-10.30 Coffee Break (Foyer TU Delft) Coffee Break (Foyer TU Delft) 10.00-10.30

10.30-12.00 MS8: Construction in the context sustainable development

GS1: Deterioration Modeling SS10: Managing infrastructure assets: From perfor-mance data to optimal strategies

MS4: Life-Cycle engineering for hydraulic structures, levees, and other water related infrastructure

GS6: Inspection and Evaluation MS2: Vibration-based health monitoring, damage identification and residual lifetime estimation

GS7: Strengthening and Repair 10.30-12.00



Infravation: advancing infrastructure innovations through transnational collaboration

SS10: Managing infrastructure assets: From perfor-mance data to optimal strategies


GS5: Damage Identification MS2: Vibration-based health monitoring, damage identification and residual lifetime estimation


14.30-15.00 Coffe Break (Foyer TU Delft) Coffe Break (Foyer TU Delft) 10.30-15.00





GS4: Uncertainty Modeling 15.00-16.30


17.00-18.00 General Assembly (Auditorium) General Assembly (Auditorium) 17.00-18.00

19.30-23.00 Gala Dinner (Oude Kerk Delft) Gala Dinner (Oude Kerk Delft) 19.30-23.00

Wednesday 19 October Wednesday 19 October8.30-10.00 MS6: Issues and challenges in real-world

applications of structural health moni-toring

SS7: Standardization of performance indicators and goals for the life-cycle management of highway bridges

SS14: Marine Structural Longevity MS11: Reliability analysis of structural systems and reliability-ba-sed optimal design and assessment



10.30-12.00 MS6: Issues and challenges in real-world applications of structural health moni-toring

SS11: Learning cycles in Life-Cycle asset management SS3: Engineering Adaptation to Climate Change SS13: System capacity and robustness for new and existing structures

SS8: Focussing on end-of-lifetime scenarios: Demoliti-on and deconstruction as part of an integrates view on lifetime engineering

10.30-12.00


13.00-14.30 SS9: Cost reduction and societal benefits over the life cycle due to monitoring of existing structures and innovative repair techniques

GS8: Life–Cycle Cost Models SS15: Optimizing decision making of rail asset management SS2: Self- healing for longevity of ageing concrete infrastructure

13.00-14.30


15.00-15.30 Keynote lecture (Auditorium TU Delft) R.E. Melchers Keynote lecture (Auditorium TU Delft) R.E. Melchers 15.00-15.30

15.30-16.00 Keynote lecture (Auditorium TU Delft) P. Hájek Keynote lecture (Auditorium TU Delft) P. Hájek 15.30-16.00

16.00-16.30 Keynote lecture (Auditorium TU Delft) T. Moan Keynote lecture (Auditorium TU Delft) T. Moan 16.00-16.30


17.00-18.00 Closing Ceremony Closing Ceremony 17.00-18.00

Thursday 20 October Thursday 20 October09.00-17.15 Technical Visit: Fortress Vechten and project “Room for the river” - Lent Technical Visit: Fortress Vechten and project “Room for the river” - Lent 09.00-17.15

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Sunday 16 October Sunday 16 October16.30-20.00 Registration (City Hall Delft) Registration (City Hall Delft) 16.30 20.00

17.00-20.00 Welcome Reception (City Hall Delft) Welcome Reception (City Hall Delft) 17.00 20.00

Monday 17 October Monday 17 October8.30-9.30 Opening Ceremony (Theatre de Veste) Opening Ceremony (Theatre de Veste) 8.30-9.30

9.30-10.00 Fazlur R. Khan lecture (Theatre de Veste) D. Davies Fazlur R. Khan lecture (Theatre de Veste) D. Davies 9.30-10.00

10.00-10.30 Coffee Break (Theatre de Veste) Coffee Break (Theatre de Veste) 10.00-10.30

10.30-11.00 Keynote lecture (Theatre de Veste) A.H.-S. Ang Keynote lecture (Theatre de Veste) A.H.-S. Ang 10.30-11.00

11.00-11.30 Keynote lecture (Theatre de Veste) B.F. Spencer Jr Keynote lecture (Theatre de Veste) B.F. Spencer Jr 11.00-11.30

11.30-12.00 Keynote lecture (Theatre de Veste) M.J.C.M. Hertogh Keynote lecture (Theatre de Veste) M.J.C.M. Hertogh 11.30-12.00


Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)



MS12: Integrative monitoring for the Life-Cycle performance of engineering structures


SS4: Long term Performance optimization SS12: Performance of concrete during life-cycle SS1: Learning from excellent performance 13.30-15.00

15.00-15.30 Coffe Break Coffee Break 15.00-15.30



SS5: Risk based maintenance from Life-Cycle perspective


MS10: Assessment of structural capacity by proof loading MS9: Modeling time-dependent behavior and deterioration of concrete


15.30-17.00

17.00-17.30 Coffee Break Coffee Break 17.00-17.30


GS3: Service Life Prediction SS6: Dynamic Contracting: Optimal performance over the life cycle due to better cooperation between contact partners

GS2: Earthquake and Accidental Loads MS10: Assessment of structural capacity by proof loading MS9: Modeling time-dependent behavior and deterioration of concrete


17.30-18.30

Tuesday 18 October Tuesday 18 October8.30-9.00 Keynote lecture (Auditorium TU Delft) S.N. Jonkman Keynote lecture (Auditorium TU Delft) S.N. Jonkman 8.30-9.00

9.00-9.30 Keynote lecture (Auditorium TU Delft) T. Uomoto Keynote lecture (Auditorium TU Delft) T. Uomoto 9.00-9.30

9.30-10.00 Keynote lecture (Auditorium TU Delft) E. Brühwiler Keynote lecture (Auditorium TU Delft) E. Brühwiler 9.30-10.00

10.00-10.30 Coffee Break (Foyer TU Delft) Coffee Break (Foyer TU Delft) 10.00-10.30




GS6: Inspection and Evaluation MS2: Vibration-based health monitoring, damage identification and residual lifetime estimation





SS10: Managing infrastructure assets: From perfor-mance data to optimal strategies









GS4: Uncertainty Modeling 15.00-16.30


17.00-18.00 General Assembly (Auditorium) General Assembly (Auditorium) 17.00-18.00

19.30-23.00 Gala Dinner (Oude Kerk Delft) Gala Dinner (Oude Kerk Delft) 19.30-23.00

Wednesday 19 October Wednesday 19 October8.30-10.00 MS6: Issues and challenges in real-world

applications of structural health moni-toring

SS7: Standardization of performance indicators and goals for the life-cycle management of highway bridges

SS14: Marine Structural Longevity MS11: Reliability analysis of structural systems and reliability-ba-sed optimal design and assessment



10.30-12.00 MS6: Issues and challenges in real-world applications of structural health moni-toring

SS11: Learning cycles in Life-Cycle asset management SS3: Engineering Adaptation to Climate Change SS13: System capacity and robustness for new and existing structures

SS8: Focussing on end-of-lifetime scenarios: Demoliti-on and deconstruction as part of an integrates view on lifetime engineering

10.30-12.00


13.00-14.30 SS9: Cost reduction and societal benefits over the life cycle due to monitoring of existing structures and innovative repair techniques

GS8: Life–Cycle Cost Models SS15: Optimizing decision making of rail asset management SS2: Self- healing for longevity of ageing concrete infrastructure

13.00-14.30


15.00-15.30 Keynote lecture (Auditorium TU Delft) R.E. Melchers Keynote lecture (Auditorium TU Delft) R.E. Melchers 15.00-15.30

15.30-16.00 Keynote lecture (Auditorium TU Delft) P. Hájek Keynote lecture (Auditorium TU Delft) P. Hájek 15.30-16.00

16.00-16.30 Keynote lecture (Auditorium TU Delft) T. Moan Keynote lecture (Auditorium TU Delft) T. Moan 16.00-16.30


17.00-18.00 Closing Ceremony Closing Ceremony 17.00-18.00

Thursday 20 October Thursday 20 October09.00-17.15 Technical Visit: Fortress Vechten and project “Room for the river” - Lent Technical Visit: Fortress Vechten and project “Room for the river” - Lent 09.00-17.15

PROGRAM OVERVIEW


Welcome to IALCCE 2016 Nowadays, the analysis, design, construction, inspection, monitoring, repair, maintenance and optimal management of infrastructures require the consideration of the life-cycle of sys-tems under uncertainty. The objective of the International Association for Life-Cycle Civil Engineering (IALCCE, http://www.ialcce.org), founded in 2006, is to promote internati-onal cooperation in the field of life-cycle civil engineering for the purpose of enhancing the welfare of society. Its mission is to become the premier international organization for the advancement of the state-of-the-art in the field of life-cycle civil engineering. IALCCE encompasses all aspects of life-cycle assessment, design, maintenance, rehabilitation and monitoring of civil engineering systems. The First International Symposium on Life-Cycle Civil Engineering (IALCCE’08) was held inVarenna, Lake Como, Italy (June 10–14, 2008), the Second International Symposium on Life-Cycle Civil Engineering (IALCCE2010) was held in Taipei, Taiwan (October 27–30, 2010), the Third International Symposium on Life-Cycle Civil Engineering (IALCCE2012) was held in Vienna, Austria (October 3–6, 2012) and the Fourth International Symposium on Life-Cycle Civil Engineering (IALCCE2014) was held in Tokyo, Japan (November 16–19, 2014). The Fifth International Symposium on Life-Cycle Civil Engineering (IALCCE2016) has been organized on behalf of the IALCCE under the auspices of Infraquest, a collaboration be-tween the Dutch Rijkswaterstaat, TNO and the Delft University of Technology in Delft, the Netherlands. The interest of the international civil engineering community in areas covered by the IALCCE has been confirmed by the significant response to the IALCCE2016 call for pa-pers. More than 400 abstracts from 48 countries were received by the Symposium Secretari-at, and approximately 75% of them were selected for publication. Contributions presented at IALCCE2016 include state-of-the-art as well as emerging and innovative applications related to key aspects of the life-cycle civil engineering field. All major aspects of life-cycle engineering are addressed, with special focus on structural da-mage processes, life-cycle design, inspection, monitoring, assessment, maintenance and re-habilitation, life-cycle cost of structures and infrastructures, life-cycle performance of special structures, and life-cycle oriented computational tools. The theme of IALCCE2016 is “Civil Engineering from a life-cycle perspective”. The symposium will devote special attention to meet the following four objectives: (a) better control of asset performance over the life-cycle; (b) better value over the life-cycle; (c) improved control of asset-related risks; and (d) reducing the environmental impact to society. The proceedings book Life-Cycle of Engineering Systems: Emphasis on sustainable civil infrastructure contains the papers presented at the Fifth International Symposium on Life-Cycle Civil Engineering. It consists of a book of extended abstracts and a USB card with 333 full papers, including the Fazlur R. Khan lecture and 9 keynote lectures. The aim of the editors is to provide a valuable source for anyone interested in life-cycle of ci-vil infrastructure systems, including students, researchers and practitioners from all areas of engineering and industry.

Jaap BakkerThe Netherlands, DelftCo-Chair IALCCE 2016

Klaas van BreugelThe Netherlands, DelftCo-Chair IALCCE 2016

Dan M. Frangopol USA, PA BethlehemCo-Chair IALCCE 2016

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CONTENTS

Symposium organization 5Symposium sponsors 8General information 9Guidlines for speakers and chairs 12Tablet instructions 14Symposium overview 15Map of venue 39Symposium rooms 40Social program 42Technical tour 44Who is presenting where & when 45

ACKNOWLEDGEMENTSThe Editors would like to take this opportunity to express their sincere thanks to the authors, organizers of minisymposia and special sessions, and members of the Steering Committee, International Scientific Committee, and National Organizing Committee for the time and effort they have devoted to making IALCCE2016 a successful event. The Editors wish to wholeheartedly thank all sponsors, whose support contributed to the success of this Symposium. The Delft University of Technology is acknowledged for hosting this conference.A special acknowledgement must also go to the InfraQuest partners: Delft University of Technology,TNO and Rijkswaterstaat for organizing this Symposium and all the effort and teamwork that has been put into it.We are also grateful to Fabio Biondini from the International Association for Life-Cycle Civil Engineering (IALCCE), and Mitsuyoshi Akiyama, Co-chair at IALCCE2014, for all the help they gave. Finally we would like to acknowledge all the partners of IALCCE2016, who have done a great job in promoting the IALCCE2016 Symposium. The Editors would also like to thank Han Roebers, chairman of the Local Organizing Committee, for his inspiring initiatives and commitment. We are grateful to the Local Organizing Committee, in particular Henk Jonkers and his team, who have been responsible for the paper handling process. JosWessels has done a great job coordinating all the communication with the IALCCE2016 partners. Last but not least, the Editors are thankful to Nicole Fontein from the IALCCE2016 Secretariat, for all her hard work and great ideas and initiatives.


ORGANIZING ASSOCIATION

IALCCE International Association for Life-Cycle Civil Engineering www.ialcce.org

ORGANIZING INSTITUTION

SYMPOSIUM CHAIRS

• Jaap Bakker, InfraQuest, Delft, The Netherlands• Klaas van Breugel, Delft University of Technology, Delft, The Netherlands• Dan M. Frangopol, Lehigh University, Bethlehem, PA, USA

STEERING COMMITTEE

• Dan M. Frangopol, (Chair) Lehigh University, Bethlehem, PA, USA• Mitsuyoshi Akiyama, Waseda University, Tokyo, Japan• Alfredo H-S. Ang, University of California, Irvine, CA, USA• Gabriela M. Atanasiu, Technical University “Gheorghe Asachi” of Iasi, Iasi, Romania• Jaap Bakker, InfraQuest, Delft, The Netherlands• Konrad Bergmeister, University of Natural Re sources &Applied Life Sciences, Vienna, Austria• Fabio Biondini, Politecnico di Milano, Milan, Italy• Christian Bucher, Vienna University of Technology, Vienna, Austria• Harald Budelmann, Technical University of Braunschweig, Braunschweig, Germany• Airong Chen,Tongji University, Shanghai, China• David De Leon, Autonomous University of Mexico State, Toluca, Mexico• Andrea Del Grosso, University of Genoa, Genoa, Italy• Bruce Ellingwood, Colorado State University, Fort Collins, CO, USA• Luis Esteva, National University of Mexico, Mexico City, Mexico• Hitoshi Furuta, Kansai University, Osaka, Japan• Michel Ghosn, The City College of NewYork, NewYork, NY, USA• Ichiro Iwaki, Nihon University, Sendai, Japan• Anne Kiremidijan, Stanford University, Stanford, CA, USA• Hyun-Moo Koh, Seoul National University, Seoul, Korea• Jie Li, Tongji University, Shanghai, China• Robert Melchers, University of Newcastle, Callaghan, Australia• Torgeir Moan, Norwegian University of Science and Technology, Trondheim, Norway

SYMPOSIUM ORGANIZATION

www.infraquest.nl

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• Drahomir Novak, Brno University of Technology, Brno, Czech Republic• Mark Sarkisian, Skidmore, Owings & Merrill LLP, San Francisco, CA, USA• Man-Chung Tang, T.Y. Lin International, San Francisco, CA, USA

INTERNATIONAL SCIENTIFIC COMMITTEE

• Alfredo H-S. Ang, (Chair) University of California, Irvine, CA, USA• Fabio Biondini, (Chair) Politecnico di Milano, Milan, Italy• Marcel Hertogh, (Chair) Delft University of Technology, Delft, The Netherlands• Bryan T. Adey, ETH Zürich, Zürich, Switzerland• Jack Backer, Stanford University, Stanford, CA, USA• Michael Beer, University of Liverpool, Liverpool, UK• Túlio N. Bittencourt, University of São Paulo, São Paulo, Brazil• Franco Bontempi, Sapienza University of Rome, Rome, Italy• Klaas van Breugel, Delft University of Technology, Delft, The Netherlands• Eugen Brühwiler, EPFL, Lausanne, Switzerland• Joan R. Casas, Technical University of Catalonia-BARCELONATECH, Barcelona, Spain• Robby Caspeele, Ghent University, Ghent, Belgium• Christian Cremona, Centre of Studies and Expertise for Risk, Environment,Urban and Spatial Planning and Transportation, Sourdun, France • Paulo Cruz, University of Minho, Guimaraes, Portugal• Sofia Diniz, Federal University of Minas Gerais, Minas Gerais, Brazil

• Dan M. Frangopol, Lehigh University, Bethlehem, PA, USA• Yozo Fujino, Yokohama National University, Yokohama, Japan• Petr Hajek, Czech Tecnical University, Prague, Czech Republic• Mitsuo Kawatani, Kobe University, Kobe, Japan• Sunyong Kim, Korea Hydro & Nuclear Power Co., Ltd, Seoul, Korea• Leo Klatter, Ministry of Infrastructure and the Environment, Utrecht, The Netherlands• Zoubir Lounis, National Research Council Canada, Ottawa, Canada• Antonio Mari, Polytechnic University of Catalonia, Barcelona, Spain• Ayaho Miyamoto, Yamaguchi University, Ube, Japan• Takafumi Noguchi, University of Tokyo, Tokyo, Japan• André D. Orcesi, French Institute of Science and Technology for Transport, Development and Networks, IFSTTAR, Marne-la-Vallée, France• Guido De Roeck, KU Leuven, Leuven, Belgium• Koji Sakai, Japan Sustainability Institute, Japan• Mauricio Sanchez-Silva, Los Andes University, Bogotá, Colombia• Raphael Steenbergen, Ghent University, Ghent, Belgium• Mark Stewart, University of Newcastle, Newcastle, Australia• Alfred Strauss, University of Natural Resources and Life Sciences, Vienna, Austria• Yu-Chi Sung, National Taipei University of Technology, Taipei, Taiwan• Luc Taerwe, Ghent University, Ghent, Belgium• Yiannis Tsompanakis, Technical University of Crete, Crete, Greece• JosWessels, TNO, Delft, The Netherlands• RogierWolfert, Delft University of Technology, Delft, The Netherlands• Hiroshi Yokota, Hokkaido University, Sapporo, Japan



NATIONAL ORGANIZING COMMITTEE• Han Roebers (Chair), Rijkswaterstaat/ InfraQuest, Utrecht, The Netherlands• Ton van Beek, Delft University of Technology, Delft, The Netherlands• Nicole Fontein, Blue Box Events, Delft, The Netherlands• Marcel Hertogh, Delft University of Technology, Delft, The Netherlands• Henk Jonkers, Delft University of Technology, Delft, The Netherlands• Geerte Kotteman, Delft University of Technology, Delft, The Netherlands• Jeroen Kruithof, TNO, Delft, The Netherlands• Rob Schoenmaker, Delft University of Technology, Delft, The Netherlands• Jos Wessels, TNO, Delft, The Netherlands

IALCCE SECRETARIAT

• Prof. Fabio Biondini, Department of Civil and Environmental Engineering Politecnico di Milano Piazza Leonardo Da Vinci, 32 20133 Milan Italy

IALCCE Website www.ialcce.org


IALCCE 2016 SECRETARIAT

• Nicole Fontein, Stevinweg 1 2628 CN Delft The Netherlands Phone: +31 (0)15 278 4915 Email: [email protected] [email protected]

IALCCE 2016 WEBSITE

www.ialcce2016.org

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SYMPOSIUM SPONSORS

SYMPOSIUM PARTNERS


GENERAL INFORMATIONSYMPOSIUM INFORMATION

DATA October 16-20, 2016

VENUE

TU Delft Aula Congress Centre, Mekelweg 5, 2628 CC Delft

OFFICIAL LANGUAGEEnglish (No translation or translation facilities are provided)

REGISTRATION DESKThe registration desk is located at the Aula at the ground floorSunday, October 16 16.30- 19.30Monday, October 17 07.30-17.30Tuesday, Ocotber 18 08.00-17.30Wednesday, October 19 08.00-12.00

ON-SITE REGISTRATIONAll attendees and accompanying persons must register. If you have not made advance registration viasymposium website, please complete registration on site. Payment can be made by cash or by credit card in Euro’s. On-site registration fees are as followsIALCCE Member € 675Non-IALCCE Member € 750Student € 325Student (Incl. banquet dinner) € 445Accompanying person € 300

Registration fee for IALCCE Member/Non-IALCCE Member includes: • Participation in the symposium• Tablet with program information• Book of abstract & proceedings (USB)• Participation in welcome reception• Participation in banquet dinner• Lunches• Coffee Breaks

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Registration fee for Students includes:• Participation in the symposium• Tablet with program information• Book of abstract & proceedings (USB)• Participation in welcome reception• Lunches• Coffee breaks• Optional: Banquet dinner (additional cost)

Registration fee for Accompanying Person includes:• Participation in welcome reception• Participation in banquet dinner• Guided tour Delft, incl. transport and lunch (1/2 day, Monday)• Guided tour Amsterdam, incl. transport and lunch (from 10:00 – 17:00 hrs., Tuesday)

Symposium Name TagUpon registration, you will receive a conference kit with your name tag and other symposium relatedinformation. Please wear your name tag at all times, during the symposium and at social events.

Message BoardThe information screens are located at the lobby at the Congress Centre.

Internet ServiceThere is a WIFI-connection available at the Congress Center, the password is: IALCCE2016

Coffee BreaksCoffee breaks will be offered to all participants twice a day, in the morning (between 10.00 - 10.30) and in the afternoon (between 14.30 - 15.00 or 15.00 - 15.30), and will be served in the Foyer at the Aula Congress Centre.

Openening CeremonyWill take place at the City Hall in Delft: Markt 87, Delft

General AssemblyThe General Assembly is scheduled for Tuesday 18 October from 17.00-18.00. It will take place at the the Auditorium of the Aula Congress Centre.

Closing Ceremony The Closing Ceremony will take place at the Auditorium of the Aula and is scheduled for Wednesday, 19 October from 16.30-17.00.

Non-Smoking Policy There is a non-smoking policy indoors.

GENERAL INFORMATION


PRACTICAL INFORMATION

ClimateThe weather in October: average temperatures are maximum 16 °C / 62,6°F, minimum 9 °C / 48°F. In October the weather can be rainy.

Time ZoneThe Netherlands falls under Central European Time, one hour ahead of Greenwich Meantime.

CurrencyThe currency in the Netherlands is the EURO. You can convert most international currencies to euros at any bank during your visit. If you do not want to exchange your currency, you can also use credit ordebit cards. MasterCard and Visa are widely accepted by most merchants. However, it is recommendedthat you carry a little cash for small expenses.

VoltageElectricity in the Netherlands runs at 220 volts, with 50 cycles alternating current. The sockets are designed to accept round pins.

TransportationWe encourage everybody to use public transport to Delft. From Delfts main station “Delft Centraal” you can either take a taxi, an “OV bicycle”, or take the bus to the Aula Congress Centre. The following buses stop close to the venue: Bus 40 (direction Rotterdam CS) bus stop “Cornelis Drebbelweg (7 min. walk)Bus 69 (direction TU Zuid) bus stop “Stieltjesweg” (3 min. walk), Bus 121 (direction Zoetermeer, Cen-trum West) bus stop “AULA”. Please check for the exact schedule of departure. Do to ongoing construction, there have been some delays with the buses. Please give yourself extra time to arrive at the venue.

Route by carThe TU Delft Aula Congress Centre is easily accessible by car via the A13, exit Delft/Pijnacker and exit Delft Zuid/TU-wijk. You can park at the parking lots of the TU Delft close to the Aula. Type in “van der Waalsweg Delft’ in your navigation device.There is some construction currently going on around the campus. You can check Werk in uitvoering for specific information regarding construction and other potential delays.

GENERAL INFORMATION

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SPEAKERS

Uploading presentation (data at the Slide Center)1. Speakers are NOT allowed to use their personal laptop computers for presentations. All computers prepared at the symposium runs with Windows 7 and have PowerPoint2010 and Adobe Acrobat Reader installed.2. Presentations must be uploaded to conference room network prior to the session at the Slide Centre. Speakers are NOT allowed to upload the presentations by using the computers installed in the conference rooms. You can upload your presentation at least 1 hour before the session starts. 3. Speakers are kindly asked to save their presentation file on a USB memory stick and bring it to the Slide Centre. The file name should consist the session code and the presenter’s name and must be uploaded to the directory mentioning the speaker’s session There will be staffs to support you at the Slide Centre.4. Speakers are also required to carefully check their presentations at the Slide Centre before the session starts. The procedure is strongly recommended for speakers whose presentation includes a movie. Staffs will assist speakers to preview their presentations to ensure that they display well on screens.5. The Slide Centre is located in the basement of the aula. Facing the entrance, take the stairs on your left.6. To avoid queues at the slide center, an online upload facility will be available. Presenters will be informed separately.

Before your session takes place1. Visit the Conference venue, check the room where your Session has been scheduled and familiarize yourself with the space and A/V equipment.2. Meet the Session Chairs at the Session room at least 15 minutes prior the Session will start.3. Provide the Session Chairs with your filled Speaker Information Form and let them know how you would like to be introduced (Name, Title, Affiliation).4. The Session Chairs will inform you about the time of your Presentation. Most Sessions have been planned for Presentations of 15 minutes each, including questions. However, time allotted for each Presentation may slightly vary depending on the length of the Session and the number of Speakers in the Session.

During your session1. Please deliver your Presentation strictly within the allotted time, leaving at least two minutes for questions.2. As a presentation nears the end, you will be alerted by the Session Chairs of the time left. Session Chairs are instructed to stop any Presentation that runs over the allotted time.3. At the end of the Presentation the Session Chairs will invite questions from the audience (time permitting).

GUIDELINES FOR SPEAKERS AND CHAIRS


CHAIRS

Before your session takes place1. Review the papers included in your Session in the Conference Proceedings.2. Visit the Conference venue and take note of where your Session has been scheduled.3. Arrange to meet Speakers at the Session Room at least 15 minutes prior the Session will start.4. Make sure all Speakers pre-loaded their presentation at the Slide Center. Ask Speakers to move to the Slide Center to upload missed presentations, if any. Notify immediately the Room Staff and ask the assistance of the A/V operators in case there is no time left to move to the Slide Center to pre-load one or more presentations before the Session starts. The Speakers will be NOT allowed to use their personal laptop computers.5. Check the A/V equipment with each Speaker to be certain that they are familiar with its operation.6. As you will briefly introduce the Speakers during the Session, ask them how they will be pleased to be introduced (Name, Title, Affiliation). Speakers should provide a filled Speaker Information Form to this purpose.7. Check how many presentations are in your Session. Determine the amount of time to allotfor each presentation and make sure each Speaker is clear on how much time they have. Be certain to allow time for introductions and questions. It is important to keep to the time schedule so that the final Speaker is not cut short on their time.

During your session1. Call the Session to order, welcome everyone to the Session, introduce briefly the Session topics, and announce the time allotted for each Speaker. Ask the audience to please turn their cell phones and pagers to mute or vibration so as not to disturb the Speakers.2. Introductions of the speakers should generally be brief. As a suggestion, give the presenter’s name, their current position and affiliation, and the title of the paper.3. As a presentation nears the end, you should alert the Speaker of time available for presentation (indi cating five minutes and two minutes before time is up, and the end of the allotted time). Do not hesitate to tell the Speaker that his/her time is up.4. At the end of the presentation, thank the Speaker and specifically relate why you feel the presentation was a benefit or of importance to the audience, or why the presentation was relevant to the audience’s interests.5. Promote, moderate and stimulate the discussion leaving time for questions, if possible. Otherwise proceed with the following presentation in order to be on schedule.6. Notify immediately the Room Staff of any assistance needed during the Session.

Thank you for volunteering your valuable time to serve as Session Chairs at IALCCE 2016. Your enthusiasm and interest in your Sessions is an important element to the overall successful experience of the Symposium.

14

TABLET INSTRUCTIONS

After registration you will get a tablet. The tablet is already installed with the IALCCE 2016 documentation.On/offTo start the tablet you need to push the right on/off button on the small down site for about two seconds. You’ll see DENVER appearing on the screen. The tablet needs some time to start up. By pushing the on/off button again for a few seconds a screen appears on which you can turn off the tablet. By pushing the on/off button shortly the tablet will be in and out of a sleeping mode.

Using the tabletYou can swipe between two screens. On one screen the IALCCE 2016, organizing companies and platinum sponsor as well as IALCCE and IALCCE 2018 information can be found. On the other screen the other sponsor documents can be found. By touching the icons you can open web-sites, programs or directories. The icon down under in the middle opens a third screen with the pre-installed applications installed, such as the app store, WORD, etc. If you wish you can login to google and add apps from the Play Store, install your own E-mail account, notes, etc. Just try!

WIFIWith the settings icon (second on the right below) you can turn on WIFI. There is a WIFI-connection available at the Congress Center, the password is: IALCCE2016. Of course you can connect with WIFI in your hotel or any other place you will visit with this feature.

IALCCE 2016 ProgramThe IALCCE 2016 program is available on the tablet in an app powered by TWOPPY. The name is IALCCE2016-Delft conference app and on the screen you can find it in the right corner below. Its icon shows the IALCCE 2016 logo. An invitation will be send to you by E-mail with your password. Use your E-mail address and password to login. You will be able to see the sessions, the location, the papers presented and even a view of the aula. Be aware that this is an online app, so it will not work without WIFI! If you cannot find the app, use the Chrome browser installed on the tablet and surf to https://m.twoppy.com/IALCCE2016/.

Your tour through IALCCE 2016By adding favorites to your program (click a star and be a bit patient) you can select your preferences in the program and make your own specific tour through the IALCCE 2016 program. This you can do at home, during your trip, at your hotel or during breaks, as long as WIFI is availa-ble. The program is linked to a virtual Reality app (developed by TOPCON and CAD&COMPANY). This app can be opened by clicking on “”3D view of LOCATION”. This link can be found in each specific presentation. In the app you can click on the IALCCE logo to walk through the venue and on the “IALCCE 2016 screens” to find the program in a specific room.Use your own device

The IALCCE 2016 program is available on your own device. Just follow the link in your invitation or surf to https://m.twoppy.com/IALCCE2016/ and login. The off line IALCCE VR app can be found in the Google Play Store, search for IALCCE and you will find it.HelpdeskPlease come to our slide room and we will help you out.


SYMPOSIUM OVERVIEWOct. 16 (SUN) Oct. 17 (MON) Oct. 18 (TUE) Oct. 19 (WED) Oct 20 (THUR)

07:30 Registration 07:30

07:45 Theatre de Veste 07:45

08:00 Registration Registration 08:00

08:15 TU Delft TU Delft 08:15

08:30 Keynote lecture 08:30

08:45 Opening ceremony Auditorium TU Delft 08:45

09:00 Theatre de Veste Keynote lecture Parallel sessions 7 Technical Visit 09:0009:15 Auditorium TU Delft TU Delft 09:15

09:30 Fazlur R. Khan lecture Keynote lecture 09:30

09:45 Theatre de Veste Auditorium TU Delft 09:45

10:00 Coffee break Coffee break Coffee break 10:00

10:15 Foyer de Veste Foyer TU Delft Foyer TU Delft 10:15



11:00 Keynote lecture Parallel sessions 4 Parallel sessions 8 11:00

11:15 Theatre de Veste TU Delft TU Delft 11:15



12:00 12:00

12:15 Lunch Lunch 12:15

12:30 Lunch Foyer TU Delft Foyer TU Delft 12:30

12:45 Foyer TU Delft 12:45

13:00 13:00

13:15 13:15

13:30 Parallel sessions 5 Parallel sessions 9 13:30

13:45 TU Delft TU Delft 13:45

14:00 Parallel sessions 1 14:00

14:15 TU Delft 14:15

14:30 Coffee break Coffee break 14:30

14:45 Foyer TU Delft Foyer TU Delft 14:45

15:00 Coffee break Keynote lecture 15:00

15:15 Foyer TU Delft Auditorium Delft 15:15

15:30 Parallel sessions 6 Keynote lecture 15:30

15:45 TU Delft Auditorium TU Delft 15:45

16:00 Parallel sessions 2 Keynote lecture 16:00

16:15 TU Delft Auditorium TU Delft 16:15

16:30 Registration Coffee break Coffee break 16:30

16:45 City Hall Foyer TU Delft Foyer TU Delft 16:45

17:00 Coffee Break 17:00

17:15 Foyer TU Delft General Assembly Closing ceremony 17:15

17:30 Welcome reception Auditorium Auditorium 17:30

17:45 City Hall Delft 17:45

18:00 Parallel sessions 3 18:00

18:15 TU Delft 18:15

18:30 18:30

18:45 18:45

19:00 19:00

19:15 19:15

19:30 19:30

19:45 19:45

20:00 Gala diner 20:00

20:15 Oude Kerk Delft 20:15

20:30 20:30

20:45 20:45

21:00 21:00

21:15 21:15

21:30 21:30

21:45 21:45

22:00 22:00

22:15 22:15

22:30 22:30

16

SYMPOSIUM OVERVIEWMonday, October 17, 2016

Fazlur R. Khan Plenary Session9.30

-10.00

Carbon choices: Bringing CO² into Life-Cycle decision-makingD. Davies

Keynote Lectures

10.30-

12.00

Reliability-based optimal design of complex Structures for Life-Cycle performance under uncertaintyA.H.-S. AngRailroad infrastructure management enabled by structural health monitoringB.F. Spencer JrLife-Cycle Management to increase social value at renovations and replacementsM.J.C.M. Hertogh

Concurrent Technical SessionsTime Session title Organizer(s)

13.30 -

15.00

MS5: Building Information Models (BIM) for the Life-Cycle J. Bakker, A. Adriaanse, M. de Jonge & L. van der Geest

MS3: Life-Cycle Performance Assessment of Civil Engineering Systems M. Akiyama & Dan M. Frangopol

MS12: Integrative monitoring for the life-cycle performance of engineering structures A. Strauss & D.M. Frangopol S. K. Yatsukaho & S. M. Yatsukaho


S. K. Yatsukaho & S. M. Yatsukaho

SS4: Long term Performance optimization P. Bakker

SS12: Performance of concrete during Life-Cycle X. Ren, X. Gao & J. Li

SS1: Learning from excellent performance K. van Breugel

15.30-

17.00


MS3: Life-Cycle Performance Assessment of Civil Engineering Systems M. Akiyama & Dan M. Frangopol

SS5: Risk based maintenance from Life-Cycle perspective M. Franssen


S. K. Yatsukaho & S. M. Yatsukaho

MS10: Assessment of structural capacity by proof loading Y. Yang, E. Lantsoght, A. de Boer & D. Hordijk

MS9: Modeling time-dependent behavior and deterioration of concrete M. Alnagger, R. Wendner, G. DiLuzio & G. Cusatis,

MS1: Life‐Cycle Performance of Structural Systems under Multiple Hazards F. Biondini & Dan M. Frangopol

17.30-

18.30


GS3: Service Life Prediction -

SS6: Dynamic Contracting: Optimal performance over the life cycle due to better coope-ration between contact partners

M. Hertogh & W. Leendertse

GS2: Earthquake and Accidental Loads -MS10: Assessment of structural capacity by proof loading Y. Yang, E. Lantsoght, A. de Boer &

D. Hordijk

MS9: Modeling time-dependent behavior and deterioration of concrete M. Alnagger, R. Wendner, G. DiLuzio & G. Cusatis

MS1: Life‐Cycle Performance of Structural Systems under Multiple Hazards F. Biondini & Dan M. Frangopol


Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS5: Building Information Models (BIM) for the Life-CycleChairs: J. Bakker & A. Adri-aanse

MS3: Life-Cycle Performance Assessment of Civil Engineering SystemsChairs: M.Akiyama & Dan M. Frangopol

MS12: Integrative monitoring for the life-cycle performance of engineering structuresChair: A. Strauss

MS7: Life-Cycle Maintenance Tech-nology and Management System for Concrete Roads in Severe Chloride Environment RegionChairs: S. K. Yatsukaho & S. M. Yatsukaho

SS4: Long term Performance optimizationChairs: P. Bakker & M. Frans-sen

SS12: Performance of con-crete during Life-CycleChairs: X.Ren & X. Gao

SS1: Learning from excellent performanceChairs: K. van Breugel & H. Jonkers

13.30 A hybrid linked data approach to support asset managementB. Luiten, M. Böhms, A. O’Keeffe, S. van Nederveen, J. Bakker & L.Wikström

Urban infrastructure in connection to sustainability issuesA. Hafner, G. Vollmann & M. Thewes

Sensor-enabled geogrids for stabilization and instrumentation of Earth structuresH. Yazdani & K. Hatami

Analytical study on structural perfor-mance of PC T-shape beam with various deterioration scenariosH. Ito, S. Fukada, N. Arima & M. Moriyama

Interaction of long-term perfor-mance objectives and short-term performance requirements; a vision of RWS’ asset management approach in 2030F. Lamain, T. Zwanenbeek & P.J.T. Bakker

Study of stirrup corrosion on bond-slip behavior of reinfor-cing steel in concreteH. Zhou, H. Huang, X. Liang & X. Zhang

Critical success factors for construction projects: A survey of Brazilian companiesA.C. Pacagnella Juni-or, M.S. Paschoal & O. Pacífico

13.30

13.45 Data clouds for product life-cycle managementS.S. Stolk, D. Oostinga & N. Roest

Life-cycle optimization of FRP-strengthening interventions for RC bridge superstructuresD.Y. Yang, D.M. Frangopol & J.G. Teng

Determination of load lines for train cros-sings on a tied arch bridgeM. Pfaffinger, M. Mensinger & M. Haslbeck

Influence of bleeding on durability of horizontal steel bars in RC column specimenK. Kawaai & I. Ujike

Determining a functional res-ponsibility allocation between public and private parties in a long-term maintenance contract for waterworksO.D. Brommet, R. Schoenmaker, M.J.C.M. Hertogh, G.R. Kleijn van Willigen & Y. Chen

Durability design criteria for concrete structures – An overview of existing codes, guidelines and specificationsS.M.C. Diniz, J. Padgett & F. Biondini

Long-term performance of marine structures in The Netherlands – Validation of predictive models for chloride ingressK. van Breugel, R.B. Polder & M.R. de Rooij

13.45

14.00 A Dutch concept library (CB-NL) to support BIM for the life cycle J. Bakker & H.F. Stolwijk

Structural optimization for advanced life-cycle engineering solutionsM.P. Sarkisian

Inspection, structural health monitoring and maintenance of a cable-stayed bridge in Vienna, AustriaP. Furtner

Cracking of cover-concrete by rebar corrosion in reinforced concreteK. Watanabe & S. Todoroki

Life-cycle impact assessment of highway pavements for suppor-ting maintenance and rehabilita-tion decisionsM.I. Sotiropoulou, N. Moschonas & A.P. Chassiakos

Time-dependent flexural capa-city of the reinforced concrete beamsX. Gao, Z. Li & J. Li

Lattice-based simulation of water and chloride trans-port in cracked-unsatura-ted concrete on mesolevelL.C.Wang, J.W. Bao & S.L. Yang

14.00

14.15 Towards more integrated infor-mation management solutions for lifecycle asset management for integrated infrastructure projects Z. Li, S. van Nederveen & R.Wol-fert

Use of Bayesian updating of time-de-pendent performance indicators for prediction of structural lifetime and critical inspection points in timeC. Xing, M. Van Kerkhove, R. Caspeele & L. Taerwe

Durability of concrete structure with atta-ched marine growth in tidal zoneT. Chlayon, M. Iwanami & N. Chijiwa

Technical, ecological and economical assessment of welded joints for offshore wind energy plantsT. Zinke, P.Weidner & T. Ummenhofer

Objective risk based structural assessment of existing concrete structuresR.P.H. Vergoossen, A.R.M. Wol-fert & E.A.B. Koenders

Compressive behavior of con-crete under different loading rates: Experimental analysisX. Yan, X. Ren & J. Li

Dynamic deformations of reinforced concrete beams during their total service-lifeR.P. Veerman & A. van Beek

14.15

14.30 BIM role to enabling sustainabi-lity and better asset performance over the life-cycle (comparative context)V. Nushi, F. Bejtullahu & E. Jakupi

Reliability of corrosion detection in reinforced concrete structures – impact of the half-cell potential evaluationS. Keßler & C. Gehlen

Subsequent sensor installation for corrosion monitoring of reinforced concrete structuresH. Budelmann, I. Dreßler & H.-J. Wich-mann

Modelling the life-cycle of concrete gravity sewers subject to microbial corrosionT. Wells & R.E. Melchers

Risk-based decision framework for resilient highway bridgesZ. Lounis & H. Almansour

Performance evaluation of reinforced concrete tunnel suffering chloride attackJ.H. Wang, M. Nakano, H. Tanaka, K. Matsuyama & A. Koizumi

Deterministic versus probabilistic approach of the factor method for the service life prediction of ceramic claddingsA. Silva, J. de Brito & P.L. Gaspar

14.30

14.45 Analytical solutions for cohesive concrete cracking due to non-uniform corrosion of the steel reinforcementsN. Xiao, F.C. Yang, Y. Chen & H.P. Chen

Analysis of damage model of mechanical system under long-lasting dynamic loadM. Bocian, K. Jamroziak, M. Kosobudzki & M. Kulisiewicz

Wetting and drying cycles with NaCl solution in model microchannels to understand chloride ion transport in concreteY. Sakai &T. Kishi

Probabilistic maintenance model for dynamic traffic management systems on highways in The NetherlandsZ. Muhurdarevic

Experimental research on influence of concrete cover on bond behaviors between con-crete and corroded barsH. He, M. Yang & J. Gong

14.45

15.00 The Netherlands changing for a European skid resistance measurement methodT.A. Bennis, F.G.M. Bouman, H.P. Nugteren, W.H. van Ooijen & E. Vos

15.00

Monday, October 17, 2016 Parallel Session 1 13.30-15.00

SYMPOSIUM OVERVIEW

18

SYMPOSIUM OVERVIEW

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS5: Building Information Models (BIM) for the Life-CycleChairs: J. Bakker & A. Adri-aanse


MS12: Integrative monitoring for the life-cycle performance of engineering structuresChair: A. Strauss

MS7: Life-Cycle Maintenance Tech-nology and Management System for Concrete Roads in Severe Chloride Environment RegionChairs: S. K. Yatsukaho & S. M. Yatsukaho

SS4: Long term Performance optimizationChairs: P. Bakker & M. Frans-sen

SS12: Performance of con-crete during Life-CycleChairs: X.Ren & X. Gao

SS1: Learning from excellent performanceChairs: K. van Breugel & H. Jonkers

13.30 A hybrid linked data approach to support asset managementB. Luiten, M. Böhms, A. O’Keeffe, S. van Nederveen, J. Bakker & L.Wikström

Urban infrastructure in connection to sustainability issuesA. Hafner, G. Vollmann & M. Thewes

Sensor-enabled geogrids for stabilization and instrumentation of Earth structuresH. Yazdani & K. Hatami

Analytical study on structural perfor-mance of PC T-shape beam with various deterioration scenariosH. Ito, S. Fukada, N. Arima & M. Moriyama

Interaction of long-term perfor-mance objectives and short-term performance requirements; a vision of RWS’ asset management approach in 2030F. Lamain, T. Zwanenbeek & P.J.T. Bakker

Study of stirrup corrosion on bond-slip behavior of reinfor-cing steel in concreteH. Zhou, H. Huang, X. Liang & X. Zhang

Critical success factors for construction projects: A survey of Brazilian companiesA.C. Pacagnella Juni-or, M.S. Paschoal & O. Pacífico

13.30

13.45 Data clouds for product life-cycle managementS.S. Stolk, D. Oostinga & N. Roest

Life-cycle optimization of FRP-strengthening interventions for RC bridge superstructuresD.Y. Yang, D.M. Frangopol & J.G. Teng

Determination of load lines for train cros-sings on a tied arch bridgeM. Pfaffinger, M. Mensinger & M. Haslbeck

Influence of bleeding on durability of horizontal steel bars in RC column specimenK. Kawaai & I. Ujike

Determining a functional res-ponsibility allocation between public and private parties in a long-term maintenance contract for waterworksO.D. Brommet, R. Schoenmaker, M.J.C.M. Hertogh, G.R. Kleijn van Willigen & Y. Chen

Durability design criteria for concrete structures – An overview of existing codes, guidelines and specificationsS.M.C. Diniz, J. Padgett & F. Biondini

Long-term performance of marine structures in The Netherlands – Validation of predictive models for chloride ingressK. van Breugel, R.B. Polder & M.R. de Rooij

13.45

14.00 A Dutch concept library (CB-NL) to support BIM for the life cycle J. Bakker & H.F. Stolwijk

Structural optimization for advanced life-cycle engineering solutionsM.P. Sarkisian

Inspection, structural health monitoring and maintenance of a cable-stayed bridge in Vienna, AustriaP. Furtner

Cracking of cover-concrete by rebar corrosion in reinforced concreteK. Watanabe & S. Todoroki

Life-cycle impact assessment of highway pavements for suppor-ting maintenance and rehabilita-tion decisionsM.I. Sotiropoulou, N. Moschonas & A.P. Chassiakos

Time-dependent flexural capa-city of the reinforced concrete beamsX. Gao, Z. Li & J. Li

Lattice-based simulation of water and chloride trans-port in cracked-unsatura-ted concrete on mesolevelL.C.Wang, J.W. Bao & S.L. Yang

14.00

14.15 Towards more integrated infor-mation management solutions for lifecycle asset management for integrated infrastructure projects Z. Li, S. van Nederveen & R.Wol-fert

Use of Bayesian updating of time-de-pendent performance indicators for prediction of structural lifetime and critical inspection points in timeC. Xing, M. Van Kerkhove, R. Caspeele & L. Taerwe

Durability of concrete structure with atta-ched marine growth in tidal zoneT. Chlayon, M. Iwanami & N. Chijiwa

Technical, ecological and economical assessment of welded joints for offshore wind energy plantsT. Zinke, P.Weidner & T. Ummenhofer

Objective risk based structural assessment of existing concrete structuresR.P.H. Vergoossen, A.R.M. Wol-fert & E.A.B. Koenders

Compressive behavior of con-crete under different loading rates: Experimental analysisX. Yan, X. Ren & J. Li

Dynamic deformations of reinforced concrete beams during their total service-lifeR.P. Veerman & A. van Beek

14.15

14.30 BIM role to enabling sustainabi-lity and better asset performance over the life-cycle (comparative context)V. Nushi, F. Bejtullahu & E. Jakupi

Reliability of corrosion detection in reinforced concrete structures – impact of the half-cell potential evaluationS. Keßler & C. Gehlen

Subsequent sensor installation for corrosion monitoring of reinforced concrete structuresH. Budelmann, I. Dreßler & H.-J. Wich-mann

Modelling the life-cycle of concrete gravity sewers subject to microbial corrosionT. Wells & R.E. Melchers

Risk-based decision framework for resilient highway bridgesZ. Lounis & H. Almansour

Performance evaluation of reinforced concrete tunnel suffering chloride attackJ.H. Wang, M. Nakano, H. Tanaka, K. Matsuyama & A. Koizumi

Deterministic versus probabilistic approach of the factor method for the service life prediction of ceramic claddingsA. Silva, J. de Brito & P.L. Gaspar

14.30

14.45 Analytical solutions for cohesive concrete cracking due to non-uniform corrosion of the steel reinforcementsN. Xiao, F.C. Yang, Y. Chen & H.P. Chen

Analysis of damage model of mechanical system under long-lasting dynamic loadM. Bocian, K. Jamroziak, M. Kosobudzki & M. Kulisiewicz

Wetting and drying cycles with NaCl solution in model microchannels to understand chloride ion transport in concreteY. Sakai &T. Kishi

Probabilistic maintenance model for dynamic traffic management systems on highways in The NetherlandsZ. Muhurdarevic

Experimental research on influence of concrete cover on bond behaviors between con-crete and corroded barsH. He, M. Yang & J. Gong

14.45

15.00 The Netherlands changing for a European skid resistance measurement methodT.A. Bennis, F.G.M. Bouman, H.P. Nugteren, W.H. van Ooijen & E. Vos

15.00



Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS5: Building Information Models (BIM) for the Life-Cy-cleChairs: M. de Jonge & L. van der Geest


SS5: Risk based maintenance from Life Cycle perspectiveChairs: M. Franssen & P. Bakker

MS7: Life-Cycle Maintenance Technology and Management System for Concrete Roads in Severe Chloride Environment RegionChairs: S. K. Yatsukaho & S. M. Yatsukaho

MS10: Assessment of structu-ral capacity by proof loadingChairs: Y. Yang & E. Lants-oght

MS9: Modeling time-de-pendent behavior and deterioration of concreteChairs: G. DiLuzio & G. Cusatis

MS1: Life‐Cycle Per-formance of Structural Systems under Multiple HazardsChair: F. Biondini & G. M. Atanasiu

15.30 A research review on building information modelling in infra-structure projectsB. Dongmo-Engeland & C. Mer-schbrock

Assessment of the structural behavior of corrosion-affected RC beams: Expe-rimental study and modelingS. Lim, M. Akiyama & D.M. Frangopol

Risk based asset management aspects in order to cope with successful life-cycle civil engineeringM.J.P.M. Franssen & P.J.M. Hafkamp

Forecast improvement of chloride profiles in road structures using LA-ICP-MSF. Binder, S.L. Burtscher & A. Limbeck

Development of stop criteria for proof loadingE.O.L. Lantsoght, Y. Yang, R.H.D. Tersteeg, C. van der Veen & A. de Boer

Markov chain modelling for life-cycle performance assess-ment of coastal flood defencesM.B. Mehrabani & H.-P. Chen

Overall collapse and reliability analysis of RC structures under stochastic seismic excitationsH. Zhou & J. Li

15.30

15.45 Life-cycle cost calculations sup-ported by building information modelling software – unrealised potentialE. Hjelseth

Life-cycle reliability assessment of cor-roded bridges under multiple hazardsT. Yanweerasak, R. Takemoto, M., Akiyama & D.M. Frangopol

Validating the calculated reliability and availability in Dutch storm surge barriers (and other infrastructural works)G.R. Kleijn van Willigen & H. van Meer-veld

Chloride ion penetration under two-dimensional freeze-thaw attackK. Hashimoto, H. Yokota &T. Tani-guchi

Preparation in proof load test projectsE.A.H. Teunissen, F.G.A. Linthorst & D. den Boef

Finite element modeling of concrete cover cracking due to non-uniform corrosion of reinforcementJ. Zhang, X. Ling & Z. Guan

Influence of the exposure scenario on corrosion damage and life-cycle seismic performance of RC structuresA. Titi, F. Biondini, S. Bi-anchi & D.M. Frangopol

15.45

16.00 The possibility of using BIM for nonlinear life-cycle analysis of concrete structuresR. Pukl, P. Pálek & J. Cervenka

Effects of the spatial variability of saturated permeability on slope safety factorJ. Lei, Z.H. Chen & J.H. Huang

Derivation of budget requirements for different levels of fairway quality based on harmonized maintenance strategies for inland waterwaysK. Haselbauer, A. Haberl, M. Hoffmann, R. Blab, M. Simoner & T. Hartl

Examination of the validity of moni-toring method for bridge damaged by chloride using UAVM. Tokunaga & H. Sugiyama

Shear load testing of hollow core slabsG. Schacht, G. Bolle & St. Marx

Non-destructive measurements of 1H, 23Na and 35Cl profiles in cementitious materials with NMRL. Pel & P.A.J. Donkers

Evaluating the seismic be-havior of precast concrete connections in the life-cy-cle of concrete structuresS. Saghi & H. Shariatmadar

16.00

16.15 The use of BIM for deconstruction and reuse: Literature review and future needsK. Johannes, J.T. Voordijk & A.M. Adriaanse

A multi-objective optimization approach for sustainable pavement managementJ. Santos, A. Ferreira, G. Flintsch & V. Cerezo

CONSISTEND: A model to calculate the influence of the construction process on the life span of asphalt and its implemen-tation in tendersL.M. Abspoel, J.F.M.Wessels, M. Turk, H. Bailey, A. Hannah, A. O’Connor & C. Leahy

NMR study of salt transport in porous material during steady state wick actionR. Pishkari, L. Pel, M. Van Soestber-gen & O.C.G. Adan

Some relevant experiences from proof load testing of concrete bridgesP. Olaszek, J.R. Casas & G. Swit

Performance predictions based on coupled chemo-mechanical simulationsL.-M. Czernuschka, K. Nince-vic, G. Boumakis & R.Wendner

Life-cycle structural assess-ment of industrial heritage buildingsF. Biondini, S. Tattoni & A. Titi (Press: S. Bianchi)

16.15

16.30 Standardization of condition assessment methodologies for structuresC. Kuijper & D. Bezemer

Effect of RAP on the mechanical properties of registered asphalt mixtu-res in FlandersJ. Anthonissen, W. Van den Bergh & J. Braet

Introduction of a semi-probabilistic moisture safety model for tall timber-ba-sed building shell – a risk based durability approachS. Ott, A. Tietze & S. Winter

Evaluation of a stainless steel bar embedded in carbonation curing concreteT. Nakashima, S. Miyazato, K. Yoko-zeki & T. Torichigai

Seismic life-cycle cost analysis of aging highway bridges under pitting and uniform corrosion: A comparative studyP. Sood, J. Ghosh & J. Padgett

16.30

16.45 Ontology based exchange me-chanism for Systems Engineering informationL.C. van Ruijven

Point-based POMDP solvers for li-fe-cycle cost minimization of deteriora-ting structuresK.G. Papakonstantinou, C. Andriotis & M. Shinozuka

Risk-based ageing management process and technology SimeoTM Ageing dedica-ted to maintenance optimization of civil work structuresA. Tixier, B. Capra, S. Dias, D. Vervoort & B. Rancurel

Research of tunnel appendage con-servation monitoring with MEMS technologyM. Nomura, S. Tomoto, A. Nishijo, T. Kunimi & S. Kimura

16.45


SYMPOSIUM OVERVIEW

20

SYMPOSIUM OVERVIEW

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS5: Building Information Models (BIM) for the Life-Cy-cleChairs: M. de Jonge & L. van der Geest


SS5: Risk based maintenance from Life Cycle perspectiveChairs: M. Franssen & P. Bakker

MS7: Life-Cycle Maintenance Technology and Management System for Concrete Roads in Severe Chloride Environment RegionChairs: S. K. Yatsukaho & S. M. Yatsukaho

MS10: Assessment of structu-ral capacity by proof loadingChairs: Y. Yang & E. Lants-oght

MS9: Modeling time-de-pendent behavior and deterioration of concreteChairs: G. DiLuzio & G. Cusatis

MS1: Life‐Cycle Per-formance of Structural Systems under Multiple HazardsChair: F. Biondini & G. M. Atanasiu

15.30 A research review on building information modelling in infra-structure projectsB. Dongmo-Engeland & C. Mer-schbrock

Assessment of the structural behavior of corrosion-affected RC beams: Expe-rimental study and modelingS. Lim, M. Akiyama & D.M. Frangopol

Risk based asset management aspects in order to cope with successful life-cycle civil engineeringM.J.P.M. Franssen & P.J.M. Hafkamp

Forecast improvement of chloride profiles in road structures using LA-ICP-MSF. Binder, S.L. Burtscher & A. Limbeck

Development of stop criteria for proof loadingE.O.L. Lantsoght, Y. Yang, R.H.D. Tersteeg, C. van der Veen & A. de Boer

Markov chain modelling for life-cycle performance assess-ment of coastal flood defencesM.B. Mehrabani & H.-P. Chen

Overall collapse and reliability analysis of RC structures under stochastic seismic excitationsH. Zhou & J. Li

15.30

15.45 Life-cycle cost calculations sup-ported by building information modelling software – unrealised potentialE. Hjelseth

Life-cycle reliability assessment of cor-roded bridges under multiple hazardsT. Yanweerasak, R. Takemoto, M., Akiyama & D.M. Frangopol

Validating the calculated reliability and availability in Dutch storm surge barriers (and other infrastructural works)G.R. Kleijn van Willigen & H. van Meer-veld

Chloride ion penetration under two-dimensional freeze-thaw attackK. Hashimoto, H. Yokota &T. Tani-guchi

Preparation in proof load test projectsE.A.H. Teunissen, F.G.A. Linthorst & D. den Boef

Finite element modeling of concrete cover cracking due to non-uniform corrosion of reinforcementJ. Zhang, X. Ling & Z. Guan

Influence of the exposure scenario on corrosion damage and life-cycle seismic performance of RC structuresA. Titi, F. Biondini, S. Bi-anchi & D.M. Frangopol

15.45

16.00 The possibility of using BIM for nonlinear life-cycle analysis of concrete structuresR. Pukl, P. Pálek & J. Cervenka

Effects of the spatial variability of saturated permeability on slope safety factorJ. Lei, Z.H. Chen & J.H. Huang

Derivation of budget requirements for different levels of fairway quality based on harmonized maintenance strategies for inland waterwaysK. Haselbauer, A. Haberl, M. Hoffmann, R. Blab, M. Simoner & T. Hartl

Examination of the validity of moni-toring method for bridge damaged by chloride using UAVM. Tokunaga & H. Sugiyama

Shear load testing of hollow core slabsG. Schacht, G. Bolle & St. Marx

Non-destructive measurements of 1H, 23Na and 35Cl profiles in cementitious materials with NMRL. Pel & P.A.J. Donkers

Evaluating the seismic be-havior of precast concrete connections in the life-cy-cle of concrete structuresS. Saghi & H. Shariatmadar

16.00

16.15 The use of BIM for deconstruction and reuse: Literature review and future needsK. Johannes, J.T. Voordijk & A.M. Adriaanse

A multi-objective optimization approach for sustainable pavement managementJ. Santos, A. Ferreira, G. Flintsch & V. Cerezo

CONSISTEND: A model to calculate the influence of the construction process on the life span of asphalt and its implemen-tation in tendersL.M. Abspoel, J.F.M.Wessels, M. Turk, H. Bailey, A. Hannah, A. O’Connor & C. Leahy

NMR study of salt transport in porous material during steady state wick actionR. Pishkari, L. Pel, M. Van Soestber-gen & O.C.G. Adan

Some relevant experiences from proof load testing of concrete bridgesP. Olaszek, J.R. Casas & G. Swit

Performance predictions based on coupled chemo-mechanical simulationsL.-M. Czernuschka, K. Nince-vic, G. Boumakis & R.Wendner

Life-cycle structural assess-ment of industrial heritage buildingsF. Biondini, S. Tattoni & A. Titi (Press: S. Bianchi)

16.15

16.30 Standardization of condition assessment methodologies for structuresC. Kuijper & D. Bezemer

Effect of RAP on the mechanical properties of registered asphalt mixtu-res in FlandersJ. Anthonissen, W. Van den Bergh & J. Braet

Introduction of a semi-probabilistic moisture safety model for tall timber-ba-sed building shell – a risk based durability approachS. Ott, A. Tietze & S. Winter

Evaluation of a stainless steel bar embedded in carbonation curing concreteT. Nakashima, S. Miyazato, K. Yoko-zeki & T. Torichigai

Seismic life-cycle cost analysis of aging highway bridges under pitting and uniform corrosion: A comparative studyP. Sood, J. Ghosh & J. Padgett

16.30

16.45 Ontology based exchange me-chanism for Systems Engineering informationL.C. van Ruijven

Point-based POMDP solvers for li-fe-cycle cost minimization of deteriora-ting structuresK.G. Papakonstantinou, C. Andriotis & M. Shinozuka

Risk-based ageing management process and technology SimeoTM Ageing dedica-ted to maintenance optimization of civil work structuresA. Tixier, B. Capra, S. Dias, D. Vervoort & B. Rancurel

Research of tunnel appendage con-servation monitoring with MEMS technologyM. Nomura, S. Tomoto, A. Nishijo, T. Kunimi & S. Kimura

16.45



Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS5: Building Information Models (BIM) for the Life-Cy-cleChairs: J. Bakker & A. Adriaanse

GS3: Service Life PredictionChairs: C. Andrade & A. Miyamoto

SS6: Dynamic Contracting: Optimal performance over the life cycle due to better cooperation between contact partnersChairs: M. Hertogh & W. Leendertse

GS2: Earthquake and Accidental LoadsChairs: D. De Leon & E. Noroozi

MS10: Assessment of structu-ral capacity by proof loadingChairs: Y. Yang & E. Lantsoght

MS9: Modeling time-de-pendent behavior and deterioration of concreteChairs: M. Alnagger & R. Wendner

MS1: Life‐Cycle Per-formance of Structural Systems under Multiple HazardsChairs: F. Biondini & Dan M. Frangopol

17.30 Current situation and perspecti-ves of the technique for the next decadeE. Kortstee & L. van der Geest

Remaining life prediction of an aged bridge based on carbonation tests for cross-section cutting-off girdersA. Miyamoto & R. Kiviluoma

Planning and contracting of transport infrastructure in a dynamic environmentW. Leendertse, T. Busscer, J. Arts & F. Verhees

The effect of information on the per-formance of a multiagent system for post-disaster evacuationG. Bunea, G.M. Atanasiu & F. Leon

Initial in-service response and lateral load distribution of a prestressed self-consolidating concrete bridge using field load testsE.S. Hernandez & J.J. Myers

Degradation modelling based renovation strategy for concre-te facadesA. Köliö, J. Lahdensivu & M. Pentti

Evaluation of the response of RCC dams to earthqua-kes with different frequen-cy contentsD. Porras Navarro Gon-zález, A. López López & E. Rosado Tamariz

17.30

17.45 TRIMS: A risk-based information model to manage object dataM. Bakx-Leenheer & A. Lutterop

Corrosion modelling and performance IndicatorsC. Andrade, N. Rebolledo & F. Tavares

In search for contract flexibility in a dynamic environment: A theoretical frameworkH.C. Demirel, L. Volker, M. Hertogh & W. Leendertse

Value of information on the risk/benefit of infrastructure exposed to strong winds in MexicoD. De Leon & L. Esteva

Acoustic emission measurement in the proof loading of an exis-ting bridge affected by ASRY. Yang, D.A. Hordijk & A. de Boer

Coupled transport-degradation behavior of reinforced concre-te: State-of-the-artA.N. Ababneh

Risk quantification for life-cycle management of infrastructure considering the effect of maintenance behaviorR. Osawa & R. Honda

17.45

18.00 Government’s perspective on BIM and sustainability in transport in-frastructure in Europe and ChinaY. Liu, S. van Nederveen & M. Hertogh

Determining the remaining lifespan of concrete structuresT.W. Groeneweg, J.G.A. van Hulst & J.G.A.M. Reinders

Life-cycle performance as results of basic design considerationsS. Zmigrodzki

A methodology for the evaluation of performance and damage of RCC dams under dynamic seismic actionsA. López López, D.P. Navarro Gon-zález & L.E. Pérez Rocha

Assessment and failure test of a prestressed concrete bridgeN. Bagge, J. Nilimaa, T. Blanks-värd, B. Täljsten, L. Elfgren, H. Sundquist & A. Carolin

Time-variant reliability analysis incorporating multiple deteri-oration and live load modelsV.G. Berenji & F. Akgul

Multi-hazard life-cycle performance of tall buil-dings under seismic and wind loadsI. Venanzi, O. Lavan & S. Fabrizi

18.00

18.15 BIM supporting economic op-timization of seismic retrofit of existing structuresU. Vitiello, A. Salzano, D. Asprone & A. Prota

About the economic life prediction for existing RC buildingsM. Vona, P. Harabaglia, M. Mastroberti & B. Manganelli

Behavior of base-isolated liquid storage tanks under synthetic near-fault earth-quake pulsesC. Alhan, E. Güler & H. Gazi

18.15


SYMPOSIUM OVERVIEW

22

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS5: Building Information Models (BIM) for the Life-Cy-cleChairs: J. Bakker & A. Adriaanse

GS3: Service Life PredictionChairs: C. Andrade & A. Miyamoto

SS6: Dynamic Contracting: Optimal performance over the life cycle due to better cooperation between contact partnersChairs: M. Hertogh & W. Leendertse

GS2: Earthquake and Accidental LoadsChairs: D. De Leon & E. Noroozi

MS10: Assessment of structu-ral capacity by proof loadingChairs: Y. Yang & E. Lantsoght

MS9: Modeling time-de-pendent behavior and deterioration of concreteChairs: M. Alnagger & R. Wendner

MS1: Life‐Cycle Per-formance of Structural Systems under Multiple HazardsChairs: F. Biondini & Dan M. Frangopol

17.30 Current situation and perspecti-ves of the technique for the next decadeE. Kortstee & L. van der Geest

Remaining life prediction of an aged bridge based on carbonation tests for cross-section cutting-off girdersA. Miyamoto & R. Kiviluoma

Planning and contracting of transport infrastructure in a dynamic environmentW. Leendertse, T. Busscer, J. Arts & F. Verhees

The effect of information on the per-formance of a multiagent system for post-disaster evacuationG. Bunea, G.M. Atanasiu & F. Leon

Initial in-service response and lateral load distribution of a prestressed self-consolidating concrete bridge using field load testsE.S. Hernandez & J.J. Myers

Degradation modelling based renovation strategy for concre-te facadesA. Köliö, J. Lahdensivu & M. Pentti

Evaluation of the response of RCC dams to earthqua-kes with different frequen-cy contentsD. Porras Navarro Gon-zález, A. López López & E. Rosado Tamariz

17.30

17.45 TRIMS: A risk-based information model to manage object dataM. Bakx-Leenheer & A. Lutterop

Corrosion modelling and performance IndicatorsC. Andrade, N. Rebolledo & F. Tavares

In search for contract flexibility in a dynamic environment: A theoretical frameworkH.C. Demirel, L. Volker, M. Hertogh & W. Leendertse

Value of information on the risk/benefit of infrastructure exposed to strong winds in MexicoD. De Leon & L. Esteva

Acoustic emission measurement in the proof loading of an exis-ting bridge affected by ASRY. Yang, D.A. Hordijk & A. de Boer

Coupled transport-degradation behavior of reinforced concre-te: State-of-the-artA.N. Ababneh

Risk quantification for life-cycle management of infrastructure considering the effect of maintenance behaviorR. Osawa & R. Honda

17.45

18.00 Government’s perspective on BIM and sustainability in transport in-frastructure in Europe and ChinaY. Liu, S. van Nederveen & M. Hertogh

Determining the remaining lifespan of concrete structuresT.W. Groeneweg, J.G.A. van Hulst & J.G.A.M. Reinders

Life-cycle performance as results of basic design considerationsS. Zmigrodzki

A methodology for the evaluation of performance and damage of RCC dams under dynamic seismic actionsA. López López, D.P. Navarro Gon-zález & L.E. Pérez Rocha

Assessment and failure test of a prestressed concrete bridgeN. Bagge, J. Nilimaa, T. Blanks-värd, B. Täljsten, L. Elfgren, H. Sundquist & A. Carolin

Time-variant reliability analysis incorporating multiple deteri-oration and live load modelsV.G. Berenji & F. Akgul

Multi-hazard life-cycle performance of tall buil-dings under seismic and wind loadsI. Venanzi, O. Lavan & S. Fabrizi

18.00

18.15 BIM supporting economic op-timization of seismic retrofit of existing structuresU. Vitiello, A. Salzano, D. Asprone & A. Prota

About the economic life prediction for existing RC buildingsM. Vona, P. Harabaglia, M. Mastroberti & B. Manganelli

Behavior of base-isolated liquid storage tanks under synthetic near-fault earth-quake pulsesC. Alhan, E. Güler & H. Gazi

18.15


SYMPOSIUM OVERVIEW


Keynote Lectures

8.30-

10.00

Developments in the management of flood defences and hydraulic infrastructures in The NetherlandsS.N. Jonkman

Innovation of construction materials for more durable structures with less maintenance feeT. Uomoto

Providing a second service life for bridgesE. Brühwiler


10.30 -

12.00

MS8: Construction in the context sustainable development B. Hausmann & S. de Vos Effting

GS1: Deterioration Modeling -

SS10: Managing infrastructure assets: From performance data to optimal strategies A. Hartmann & B. Adey


F. den Heijer, H. Yokota, M. Hof-mann, J. Wessels

GS6: Inspection and Evaluation -

MS2: Vibration-based health monitoring, damage identification and residual lifetime estimation

E. Reynders, G. Lombaert, E. Chatzi & C. Papadimitriou

GS7: Strengthening and Repair -

13.00-

14.30


Forum Infravration: advancing infrastructure innovations through transnational collaboration

P. Wilbers & R. van der Elburg




GS5: Damage Identification -

MS2: Vibration-based health monitoring, damage identification and residual lifetime estimation



15.00-

16.30


GS1: Deterioration Modeling -




GS5: Damage Identification -MS2: Vibration-based health monitoring, damage identification and residual lifetime estimation


GS4: Uncertainty Modeling -

Tuesday, October 18, 2016

SYMPOSIUM OVERVIEW

24

SYMPOSIUM OVERVIEW

Forum on Infravation (13.00-14.30, Senaatzaal)


The Infravation programme (www.infravation.net) is a collaboration of 11 National Road Authorities. Unique for the Infravation programme is that National Road Authorities and the European Commission pool their co-financing contributions in one common fund with central negotiation, funding and monitoring. Also unique is the participation of the US and Israel next to The Netherlands, Germany, Denmark, Norway, Sweden, Iceland, France, Spain and Italy.Infravation aims at cost-effective advanced systems, materials and techniques in road infrastructure construction and maintenance. Its call for proposals generated more than 100 bids. Through a two-step submission and evaluation procedure and with a co-financing budget of €9.5 million, 9 research projects were selected for funding.

P. Wilbers & R. van der Elburg


Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS8: Construction in the con-text sustainable developmentChairs: B. Hausmann & S. de Vos Effting

GS1: Deterioration ModelingChairs: G. Atanasiu & R. Polder

SS10: Managing infrastructure assets: From performance data to optimal strategiesChairs: A. Hartmann

MS4: Life cycle engineering for hydraulic structures, levees, and other water related infrastruc-tureChairs: F. den Heijer & M. Hof-mann

GS6: Inspection and Evalu-ationChairs: L. Klatter

MS2: Vibration-based health monitoring, damage identification and residual lifetime estimationChairs: E. Chatzi & G. Lombaert

GS7: Strengthening and RepairChairs: H. Furuta

10.30 Life cycle assessment of mortars and concretes with recycled con-struction and demolition wastesR.R. de Paula & R.D. Toledo-Filho

An experimental study on the influence of initial degree of saturation in mortar on water absorption of mortar with containing chloride ionsK. Yoshitaka, Y. Ikeda, S. Naomachi & E. Kato

Risk based maintenance for civil struc-turesB.R. Mante, N. Eekels & C.P.W.J. Genders

Risk-based maintenance manage-ment system for waterway infra-structures in GermanyH. Schmidt-Baeumler

Numerical investigations on cir-cular fiber reinforced elastomeric bearingsP. Castillo Ruano, E. Apostolidi & A. Strauss

A comparison of two Kal-man-type filters for robust extrapolation of offshore wind turbine support structure responseK. Tatsis & E. Lourens

Parametric study on concrete-filled steel tubular T-joints under axial loadI. Musa, F.R. Mashiri & X. Zhu

10.30

10.45 Effect of transportation distance, energy mix and allocation of fly ash on the life-cycle assessment of concreteD.K. Panesar, C.J. Churchill & K. Seto

Study on assessment of chloride ion penetration in concrete subjected to wet-dry cycleK. Kentaro, T. Yamaguchi, K. Takewa-ka, Y. Akira, G. Larkins & K. Fukushige

Monte Carlo simulation-based life-cycle assessment method for an old roof steel trussE. Garavaglia, L. Sgambi & N. Basso

Sensitivity analysis on repair priori-tization for mooring facilitiesH. Yokota, K. Hashimoto &T. Tani

Performance estimation for multi degree of freedom structure with negative stiffness by a bilinear elastic single degree of freedom systemC. Qu, H. Li & L. Huo

Evaluation of wind turbine seismic behavior during life cycle functioning based on numerical FEAC.P. Olariu & G.M. Atanasiu

Innovative bio-composite systems for re-design of timber structuresC.E. Lanivschi, A. Secu, E. Decher & G.M. Atanasiu

10.45

11.00 The influence of databases on the Life Cycle Assessment (LCA) of building components – A com-parison of databases using three different wall constructionsP. Mahler & P. Schneider

Experimental investigation of the lithi-um transport mechanisms in cementi-tious materials by NMRS. Venglovska, L. Pel & O.C.G. Adan

Use of a future maintenance demand indicator for network level asset manage-ment decision makingH. van Meerveld, R. Schoenmaker, J.F.M.Wessels & J. Bakker

A system approach for replacement strategy of hydraulic structuresW.D. van der Wiel, G. Klanker, W.J. Klerk, E. Persoon, J.Wessels & A. deWit

Investigating building settle-ments via very high resolution SAR sensorsG. Nicodemo, D. Peduto, S. Ferli-si & J. Maccabiani

Assessment of vibration inten-sity as a condition and safety indicator for short-span bridgesJ.J. Moughty, J.R. Casas & F. Rodrigues

Factors affecting sacrificial anode to protect reinfor-cing steel corrosionP. Sancharoen, A. Mahasi-ripan & S. Tangtermsirikul

11.00

11.15 Efficiency assessment of various solutions for the thermal rehabili-tation of multi-storey buildingsS. Pescari, C. Maduta, V. Stoian & D. Dan

The bond deterioration of plain round bars subjected to lateral tensile-com-pressive stressesX. Zhang, C. Lv, Z. Wu & J. Ou

The modular knowledge matrix and re-commendation for inspection and advice on civil structuresM.R. Reusen & A. Jonker

A framework for life-cycle manage-ment of public infrastructureW.J. Klerk & F. den Heijer

Set-up for establishing residual service-life monitoring of bearing capacity and road design of Dutch highwaysC. Giezen, S.D. Mookhoek, M. Schelland, P. Paffen, F.G.M. Bouman, A.E. van Dommelen, S.M.J.G. Erkens, R. Hofman, M.M. Villani & T.A. Bennis

Damage identification on bridges using ambient vibration testingN.L.D. Khoa, M.M. Alamdari, P. Runcie & V.V. Nguyen

Improved asset perfor-mance using high strength concrete overlay renovati-on techniqueP. Moore, F. van Berge-He-negouwen, G. Dilsiz & H. de Vries

11.15

11.30 Effects of different reference study periods of various buildings on material input and global warming potentialA. Hafner, S. Schäfer & K. Krause

Flexural rigidity of corrosion-affected RC beam in marine environmentZ.H. Lu, X.D. Yang & Y.G. Zhao

Optimal maintenance decisions for metro tunnels in soft soilQ. Ai, Y. Yuan, X. Jiang & S. Mahadevan

Structural health monitoring in strategies for life-cycle management of dikes: A case study in the north of the NetherlandsW.J. Klerk, W. Kanning, M.T. van der Meer & J.W. Nieuwenhuis

Deterioration situation of road infrastructure (bridge and tun-nel) in cold regionT. Sato, A. Sutoh, O. Maruyama & H.T. Kanekiyo

An application of Gram-Schmidt process on structural modal parameters identifica-tionW.C. Su & C.S. Huang

Fatigue life assessment of orthotropic steel deck with UHPC pavementY. Yuan, X. Jiang, C.Wu & X. Qiang

11.30

11.45 Longtime monitoring with smart sensor networks: The case of the Zwartewater-brugT. Siebel, A. Friedmann, W. Strobel, M. Guse & A. Hartmann

Intermit integrated monitoring on long-term performance of an arch bridgeZ. Zhou, X. Shi & X. Ruan

Wind turbine blade damage detection and localization via spatiotemporal Kalman filteringY. Ou, V. Dertimanis & E. Chatzi

The complex approach to optimization of composite bridgesJ. Žitný, P. Ryjácek & M. Lepš

11.45

Tuesday, October 18, 2016 Parallel Session 4 10.30-12.00

SYMPOSIUM OVERVIEW

26


GS1: Deterioration ModelingChairs: G. Atanasiu & R. Polder


MS4: Life cycle engineering for hydraulic structures, levees, and other water related infrastruc-tureChairs: F. den Heijer & M. Hof-mann

GS6: Inspection and Evalu-ationChairs: L. Klatter

MS2: Vibration-based health monitoring, damage identification and residual lifetime estimationChairs: E. Chatzi & G. Lombaert

GS7: Strengthening and RepairChairs: H. Furuta

10.30 Life cycle assessment of mortars and concretes with recycled con-struction and demolition wastesR.R. de Paula & R.D. Toledo-Filho

An experimental study on the influence of initial degree of saturation in mortar on water absorption of mortar with containing chloride ionsK. Yoshitaka, Y. Ikeda, S. Naomachi & E. Kato

Risk based maintenance for civil struc-turesB.R. Mante, N. Eekels & C.P.W.J. Genders

Risk-based maintenance manage-ment system for waterway infra-structures in GermanyH. Schmidt-Baeumler

Numerical investigations on cir-cular fiber reinforced elastomeric bearingsP. Castillo Ruano, E. Apostolidi & A. Strauss

A comparison of two Kal-man-type filters for robust extrapolation of offshore wind turbine support structure responseK. Tatsis & E. Lourens

Parametric study on concrete-filled steel tubular T-joints under axial loadI. Musa, F.R. Mashiri & X. Zhu

10.30

10.45 Effect of transportation distance, energy mix and allocation of fly ash on the life-cycle assessment of concreteD.K. Panesar, C.J. Churchill & K. Seto

Study on assessment of chloride ion penetration in concrete subjected to wet-dry cycleK. Kentaro, T. Yamaguchi, K. Takewa-ka, Y. Akira, G. Larkins & K. Fukushige

Monte Carlo simulation-based life-cycle assessment method for an old roof steel trussE. Garavaglia, L. Sgambi & N. Basso

Sensitivity analysis on repair priori-tization for mooring facilitiesH. Yokota, K. Hashimoto &T. Tani

Performance estimation for multi degree of freedom structure with negative stiffness by a bilinear elastic single degree of freedom systemC. Qu, H. Li & L. Huo

Evaluation of wind turbine seismic behavior during life cycle functioning based on numerical FEAC.P. Olariu & G.M. Atanasiu

Innovative bio-composite systems for re-design of timber structuresC.E. Lanivschi, A. Secu, E. Decher & G.M. Atanasiu

10.45

11.00 The influence of databases on the Life Cycle Assessment (LCA) of building components – A com-parison of databases using three different wall constructionsP. Mahler & P. Schneider

Experimental investigation of the lithi-um transport mechanisms in cementi-tious materials by NMRS. Venglovska, L. Pel & O.C.G. Adan

Use of a future maintenance demand indicator for network level asset manage-ment decision makingH. van Meerveld, R. Schoenmaker, J.F.M.Wessels & J. Bakker

A system approach for replacement strategy of hydraulic structuresW.D. van der Wiel, G. Klanker, W.J. Klerk, E. Persoon, J.Wessels & A. deWit

Investigating building settle-ments via very high resolution SAR sensorsG. Nicodemo, D. Peduto, S. Ferli-si & J. Maccabiani

Assessment of vibration inten-sity as a condition and safety indicator for short-span bridgesJ.J. Moughty, J.R. Casas & F. Rodrigues

Factors affecting sacrificial anode to protect reinfor-cing steel corrosionP. Sancharoen, A. Mahasi-ripan & S. Tangtermsirikul

11.00

11.15 Efficiency assessment of various solutions for the thermal rehabili-tation of multi-storey buildingsS. Pescari, C. Maduta, V. Stoian & D. Dan

The bond deterioration of plain round bars subjected to lateral tensile-com-pressive stressesX. Zhang, C. Lv, Z. Wu & J. Ou

The modular knowledge matrix and re-commendation for inspection and advice on civil structuresM.R. Reusen & A. Jonker

A framework for life-cycle manage-ment of public infrastructureW.J. Klerk & F. den Heijer

Set-up for establishing residual service-life monitoring of bearing capacity and road design of Dutch highwaysC. Giezen, S.D. Mookhoek, M. Schelland, P. Paffen, F.G.M. Bouman, A.E. van Dommelen, S.M.J.G. Erkens, R. Hofman, M.M. Villani & T.A. Bennis

Damage identification on bridges using ambient vibration testingN.L.D. Khoa, M.M. Alamdari, P. Runcie & V.V. Nguyen

Improved asset perfor-mance using high strength concrete overlay renovati-on techniqueP. Moore, F. van Berge-He-negouwen, G. Dilsiz & H. de Vries

11.15

11.30 Effects of different reference study periods of various buildings on material input and global warming potentialA. Hafner, S. Schäfer & K. Krause

Flexural rigidity of corrosion-affected RC beam in marine environmentZ.H. Lu, X.D. Yang & Y.G. Zhao

Optimal maintenance decisions for metro tunnels in soft soilQ. Ai, Y. Yuan, X. Jiang & S. Mahadevan

Structural health monitoring in strategies for life-cycle management of dikes: A case study in the north of the NetherlandsW.J. Klerk, W. Kanning, M.T. van der Meer & J.W. Nieuwenhuis

Deterioration situation of road infrastructure (bridge and tun-nel) in cold regionT. Sato, A. Sutoh, O. Maruyama & H.T. Kanekiyo

An application of Gram-Schmidt process on structural modal parameters identifica-tionW.C. Su & C.S. Huang

Fatigue life assessment of orthotropic steel deck with UHPC pavementY. Yuan, X. Jiang, C.Wu & X. Qiang

11.30

11.45 Longtime monitoring with smart sensor networks: The case of the Zwartewater-brugT. Siebel, A. Friedmann, W. Strobel, M. Guse & A. Hartmann

Intermit integrated monitoring on long-term performance of an arch bridgeZ. Zhou, X. Shi & X. Ruan

Wind turbine blade damage detection and localization via spatiotemporal Kalman filteringY. Ou, V. Dertimanis & E. Chatzi

The complex approach to optimization of composite bridgesJ. Žitný, P. Ryjácek & M. Lepš

11.45


SYMPOSIUM OVERVIEW



Infravation: advancing infrastruc-ture innovations through transnati-onal collaborationChairs: P. Wilbers & R. van der Elburg


MS4: Life-Cycle enginee-ring for hydraulic structu-res, levees, and other water related infrastructureChairs: H. Yokota & J. Wessels

GS5: Damage Identifica-tionChairs: R. Holst & H. Jonkers

MS2: Vibration-based health monitoring, damage identi-fication and residual lifetime estimationChairs: E. Chatzi & E. Reynders

GS7: Strengthening and RepairChair: H. Roebers

13.00 Desire for quantitative informa-tion in a qualitative information context: Induction of sustainable development via decision making in real estate and constructionB. Hausmann, K. Richter & J. Schwarz

Forum On Infravation

Practical application of a framework for analyzing replacement strategies for civil structuresG. Klanker & E. Uijtewaal

Styles of public asset manage-ment in Dutch regional water managementM.W. van Buuren, J.A. Bil & G.J. Roovers

A study on the relationship between pH distribution and degradation depth using the drilled powderK. Eguchi, Y. Kato, Y. Kaneko & D.N. Katpady

Effective virtual sensing scheme for fatigue assessment of monopile offshore wind turbinesA. Iliopoulos, D. Van Hemelrij-ck, N. Noppe, W.Weijtjens & C. Devriendt

Experimental study on cathodic protection effect of galvanic anode system applied to reinfor-ced concreteN. Someya, E. Kato & Y. Kato

13.00

13.15 Development of a ranking algorithm for the green building attributes – A case of Indian citiesG.S. Vyas, K.N. Jha & D.A. Patel

Comparison of pavement condition pre-diction and life cycle cost models on road section and network levelM. Hoffmann & V. Donev

Asset management of the sub-surface: A new way to manage subsurface functions?M. Blauw & L. Maring

Use of automated, imaging methods for the support of structural inspectionR. Holst

Comparison of optimal sensor placement algorithms via imple-mentation on an innovative timber structureC. Leyder, E. Chatzi, A. Frangi & G. Lombaert

Development of risk cost opti-mized maintenance strategy for infrastructureC.-Q. Li, H. Baji & W. Yang

13.15

13.30 Is a stronger building also gree-ner? Influence of seismic design decisions on building life-cycle economic and environmental impactsS.J. Welsh-Huggins & A.B. Liel

Holistic asset management and life cycle costs of road tunnelsM. Hoffmann

An integrated approach for the life cycle management of water reservoirsM. Vidaud, O. Bernard, S.P.J. Spencer & H. Vicente

A review on the causes and mechanisms of damages of elastomeric bridge bearingsR. Akbari & S. Maalek

A new method for structural dama-ge detection and localization based on modal shapesI. Duvnjak, M. Rak & D. Dam-janović

Incremental seismic rehabilita-tion of RC buildings: An appli-cation to the school buildings of Basilicata region (Southern Italy)A. Masi, G. Santarsiero & G. Ventura

13.30

13.45 LCA of different construction types depending on the building classS. Zeppenfeld, P. Schneider & W. Lang

Optimization of maintenance, rehabilita-tion and replacement strategies on road pavementsM. Hoffmann & V. Donev

A simple estimation method of the probability distribution of residual deformation of gravity type quay walls considering the variation of earthquake ground motionT. Hirai &T. Nagao

Damage identification focu-sed on deterioration degree of bridge members using self-organizing feature mapT. Kitahara, T. Yamaguchi & S. Donomoto

Verification of joint input-state estimation by means of a full scale experiment on a footbridgeK. Maes, G. De Roeck, G. Lombae-rt, K. Van Nimmen, E. Lourens, A. Rezayat & P. Guillaume

Extending the life of bridgesA. Peiris & I.E. Harik

13.45

14.00 Life cycle engineering for roads (LCE4ROADS), the new sustai-nability certification system for roads from the LCE4ROADS FP7 projectE.G. Bustamante & R.F. Flores

Implementation of life cycle costing in port infrastructureJ.G. de Gijt, A.P. Louwen & H. Voogt

Innovative design for floating structures on Tonle Sap Lake in CambodiaX.Y. Xu, A. Vann, Y.J. Tang & N. Xiao

Damage identification through finite element model updating using wavelet dama-ge functionW. Zhang & L.M. Sun

Monitoring dynamic stiffness that predicts concrete structure degradationN. Mostafa, R. Loendersloot, T. Tinga, A.D. Reitsema & D.A. Hordijk

The repair method of preven-tive maintenance for reducing of open-cut communication tunnel life cycle costT. Ishikawa, T. Deguchi & K. Kawabata

14.00

14.15 Numerical investigation of bridges with the aim of condition assessment in applying the Deformation Area Difference method (DAD-method) and selecting appropriate measurement techniquesD. Erdenebat, D.Waldmann & F.N. Teferle

Modal strain identification from low-amplitude FBG data using an improved wavelength detection algorithmD. Anastasopoulos, P. Moretti, G. De Roeck, E. Reynders, T. Geer-naert, B. De Pauw, U. Nawrot & F. Berghmans

14.15


SYMPOSIUM OVERVIEW

28


Infravation: advancing infrastruc-ture innovations through transnati-onal collaborationChairs: P. Wilbers & R. van der Elburg


MS4: Life-Cycle enginee-ring for hydraulic structu-res, levees, and other water related infrastructureChairs: H. Yokota & J. Wessels

GS5: Damage Identifica-tionChairs: R. Holst & H. Jonkers

MS2: Vibration-based health monitoring, damage identi-fication and residual lifetime estimationChairs: E. Chatzi & E. Reynders

GS7: Strengthening and RepairChair: H. Roebers

13.00 Desire for quantitative informa-tion in a qualitative information context: Induction of sustainable development via decision making in real estate and constructionB. Hausmann, K. Richter & J. Schwarz

Forum On Infravation

Practical application of a framework for analyzing replacement strategies for civil structuresG. Klanker & E. Uijtewaal

Styles of public asset manage-ment in Dutch regional water managementM.W. van Buuren, J.A. Bil & G.J. Roovers

A study on the relationship between pH distribution and degradation depth using the drilled powderK. Eguchi, Y. Kato, Y. Kaneko & D.N. Katpady

Effective virtual sensing scheme for fatigue assessment of monopile offshore wind turbinesA. Iliopoulos, D. Van Hemelrij-ck, N. Noppe, W.Weijtjens & C. Devriendt

Experimental study on cathodic protection effect of galvanic anode system applied to reinfor-ced concreteN. Someya, E. Kato & Y. Kato

13.00

13.15 Development of a ranking algorithm for the green building attributes – A case of Indian citiesG.S. Vyas, K.N. Jha & D.A. Patel

Comparison of pavement condition pre-diction and life cycle cost models on road section and network levelM. Hoffmann & V. Donev

Asset management of the sub-surface: A new way to manage subsurface functions?M. Blauw & L. Maring

Use of automated, imaging methods for the support of structural inspectionR. Holst

Comparison of optimal sensor placement algorithms via imple-mentation on an innovative timber structureC. Leyder, E. Chatzi, A. Frangi & G. Lombaert

Development of risk cost opti-mized maintenance strategy for infrastructureC.-Q. Li, H. Baji & W. Yang

13.15

13.30 Is a stronger building also gree-ner? Influence of seismic design decisions on building life-cycle economic and environmental impactsS.J. Welsh-Huggins & A.B. Liel

Holistic asset management and life cycle costs of road tunnelsM. Hoffmann

An integrated approach for the life cycle management of water reservoirsM. Vidaud, O. Bernard, S.P.J. Spencer & H. Vicente

A review on the causes and mechanisms of damages of elastomeric bridge bearingsR. Akbari & S. Maalek

A new method for structural dama-ge detection and localization based on modal shapesI. Duvnjak, M. Rak & D. Dam-janović

Incremental seismic rehabilita-tion of RC buildings: An appli-cation to the school buildings of Basilicata region (Southern Italy)A. Masi, G. Santarsiero & G. Ventura

13.30

13.45 LCA of different construction types depending on the building classS. Zeppenfeld, P. Schneider & W. Lang

Optimization of maintenance, rehabilita-tion and replacement strategies on road pavementsM. Hoffmann & V. Donev

A simple estimation method of the probability distribution of residual deformation of gravity type quay walls considering the variation of earthquake ground motionT. Hirai &T. Nagao

Damage identification focu-sed on deterioration degree of bridge members using self-organizing feature mapT. Kitahara, T. Yamaguchi & S. Donomoto

Verification of joint input-state estimation by means of a full scale experiment on a footbridgeK. Maes, G. De Roeck, G. Lombae-rt, K. Van Nimmen, E. Lourens, A. Rezayat & P. Guillaume

Extending the life of bridgesA. Peiris & I.E. Harik

13.45

14.00 Life cycle engineering for roads (LCE4ROADS), the new sustai-nability certification system for roads from the LCE4ROADS FP7 projectE.G. Bustamante & R.F. Flores

Implementation of life cycle costing in port infrastructureJ.G. de Gijt, A.P. Louwen & H. Voogt

Innovative design for floating structures on Tonle Sap Lake in CambodiaX.Y. Xu, A. Vann, Y.J. Tang & N. Xiao

Damage identification through finite element model updating using wavelet dama-ge functionW. Zhang & L.M. Sun

Monitoring dynamic stiffness that predicts concrete structure degradationN. Mostafa, R. Loendersloot, T. Tinga, A.D. Reitsema & D.A. Hordijk

The repair method of preven-tive maintenance for reducing of open-cut communication tunnel life cycle costT. Ishikawa, T. Deguchi & K. Kawabata

14.00

14.15 Numerical investigation of bridges with the aim of condition assessment in applying the Deformation Area Difference method (DAD-method) and selecting appropriate measurement techniquesD. Erdenebat, D.Waldmann & F.N. Teferle

Modal strain identification from low-amplitude FBG data using an improved wavelength detection algorithmD. Anastasopoulos, P. Moretti, G. De Roeck, E. Reynders, T. Geer-naert, B. De Pauw, U. Nawrot & F. Berghmans

14.15


SYMPOSIUM OVERVIEW



GS1: Deterioration ModelingChairs: K. van Breugel & I. Iwaki


MS4: Life-Cycle engineering for hydraulic structures, levees, and other water related infra-structureChairs: F. den Heijer & H. Yokota

GS5: Damage Identifica-tionChairs: A. Orcesi & K. Sakai

MS2: Vibration-based health monitoring, damage identification and residual lifetime estimationChairs: E. Reynders & G. Lombaert

GS4: Uncertainty ModelingChairs: R. Melchers & L. Taerwe

15.00 From LCA to LCC in infrastruc-ture: Reducing CO2 emissions in infrastructureC.J.L.M. Luijten, M. Said, C.H.J. Bouwheer & J.G. de Gijt

Deterioration distributions of tunnel lining in cold regionA. Sutoh, O. Maruyama, T. Sato & H.T. Kanekiyo

Assessment and decision-making frame-work for existing concrete structuresA. Vidovic, I. Zambon & A. Strauss

Remaining lifetime concept for existing hydraulic structuresC. Kunz

Reliability-based design method of suppressing chlo-ride ingress for RC buildings located in coastal regions of TaiwanC.K. Chiu

An experimental investigation on the health monitoring of the new City Hall building in Bucharest based on real-time data transmissionC.S. Dragomir, I.-G. Craifale-anu, D. Dobre & E.S. George-scu

Expert judgment in life-cycle degradation and maintenance modelling for steel bridgesA. Kosgodagan, O. Morales-Ná-poles, J. Maljaars & W. Courage

15.00

15.15 Economic, environmental and social cost-benefit analysis of road construction worksM. Hauck, C. Giezen, S.C. Calvert, E.E. Keijzer, S.E. de Vos-Effting, D. van Vliet & J. Voskuilen

A stochastic model for damage evolu-tion of mode II delamination fatigue of composite wind turbine bladesC. Zhang & H.-P. Chen

Using pavement monitoring data for maintenance budget estimationR. Hess

Lifecycle optimization of portfo-lios of hydraulic structuresH. Voortman, H. Tuin, W. Seinen & B. Jonkman

Dynamic identification of a bridge pile modeled in conti-nuous-time domainL. Tesu & G.M. Atanasiu

A discontinuous class of filte-ring methods for the identifica-tion of non-smooth dynamical systemsM.N. Chatzis, E. Chatzi & S.P. Triantafyllou

Effects of corrosion by chloride ion on time-dependent seismic reliability of RC bridges in Persian Gulf zoneA. Kalantari & S. Rezaei

15.15

15.30 Sensitivity of bridge life-cycle costs and sustainability measures to parameter uncertaintyN. Vishnu & J. Padgett

Parameter identification of deteriorati-on models by Delphi interviewJ. Bödefeld

The optimal maintenance strategy in BMS considering probability of measuring errorJ.H. Lee, K. Cha, S.M. Ahn & J.S. Kong

Actual developments, treatment options and future waterway asset management implementation for the waterway DanubeM. Hoffmann & T. Hartl

Investigation of shear fracture mechanism by digital image correlation systemsP. Castillo, L. Jirovsky, M. Marcon, R. Wendner & A. Strauss

Vibration-based damage severity estimation basing on a non-model damage featureM.P. Limongelli, M. Domane-schi & L. Martinelli

Parameter estimation for ARX models with missing dataM. Horner & S.N. Pakzad

15.30

15.45 Damage propagation in corroded reinforcing bars with the effect of ine-lastic buckling under low-cycle fatigue loadingM.M. Kashani, A.J. Crewe & N.A. Alexander

Assessment of need for renewal on a multi-network levelL. Klatter & H. Roebers

Design of RC caissons for break-water against repeated impact load due to collision of concrete blocksY. Kawabata, E. Kato, K. Yamamo-to & M. Iwanami

Non-destructive assessment of concrete defects using the pulse-echo method – labora-tory experiencesM. Vogel, E. Kotan & H.S. Müller

Compressed sensing strategy for BIGDATA in output-only system identificationT.J. Matarazzo & S.N. Pakzad

Pigeon colony algorithm (PCA) and its applicationsT.H. Yi, K.F. Wen & H.N. Li

15.45

16.00 Model for the long-term corrosion of cast iron pipes buried in soilR.B. Petersen & R.E. Melchers

Lifetime and replacement cost analysis for concrete bridges and overpasses in the Dutch highway networkR.P. Nicolai, H.E. Klatter & S. van Vuren

Towards a new approach to estimate the functional end of life time of hydraulic infrastructuresS. van Vuren, K. Wojciechowska, J. Vieira da Silva, R.P. Nicolai, P. Bernardini, H. van Twuiver & M. Streekstra

Monitoring and detection of damage in cement composite under sulphate attackS. Moharana & B. Garg

ResoCable® – a quick in-situ non-destructive test method for external prestressed ten-dons and stay cablesS. Siegel

A MAP method with nonpa-rametric priors for estimating P-S-N curvesX. Liu & D. Lu

16.00

16.15 Risk based asset management of pipeli-ne networks for gas and waterL.M. Abspoel, W.M.G. Courage, W. van den Broeck & H. Kruse

The use of nested sampling for predicti-on of infrastructure degradation under uncertaintyH.R.N. Van Erp & A.D. Orcesi

Benefits and future of the dynamical monitoring of structuresP.-E. Thévenin, T. Vassail, M. Fontan, P. Collet & B. Pilot

Radar interferometry as a tool for structural health monito-ringG. Luzi, M. Crosetto, C. Gentile

Reduced nonlinear finite element models for quick-scan assessment of concrete infra-structureD. Ferreira, W. P. Kikstra, M. Hendriks, G.-J. Schreppers & A. de Boer

16.15


SYMPOSIUM OVERVIEW

30


GS1: Deterioration ModelingChairs: K. van Breugel & I. Iwaki


MS4: Life-Cycle engineering for hydraulic structures, levees, and other water related infra-structureChairs: F. den Heijer & H. Yokota

GS5: Damage Identifica-tionChairs: A. Orcesi & K. Sakai

MS2: Vibration-based health monitoring, damage identification and residual lifetime estimationChairs: E. Reynders & G. Lombaert

GS4: Uncertainty ModelingChairs: R. Melchers & L. Taerwe

15.00 From LCA to LCC in infrastruc-ture: Reducing CO2 emissions in infrastructureC.J.L.M. Luijten, M. Said, C.H.J. Bouwheer & J.G. de Gijt

Deterioration distributions of tunnel lining in cold regionA. Sutoh, O. Maruyama, T. Sato & H.T. Kanekiyo

Assessment and decision-making frame-work for existing concrete structuresA. Vidovic, I. Zambon & A. Strauss

Remaining lifetime concept for existing hydraulic structuresC. Kunz

Reliability-based design method of suppressing chlo-ride ingress for RC buildings located in coastal regions of TaiwanC.K. Chiu

An experimental investigation on the health monitoring of the new City Hall building in Bucharest based on real-time data transmissionC.S. Dragomir, I.-G. Craifale-anu, D. Dobre & E.S. George-scu

Expert judgment in life-cycle degradation and maintenance modelling for steel bridgesA. Kosgodagan, O. Morales-Ná-poles, J. Maljaars & W. Courage

15.00

15.15 Economic, environmental and social cost-benefit analysis of road construction worksM. Hauck, C. Giezen, S.C. Calvert, E.E. Keijzer, S.E. de Vos-Effting, D. van Vliet & J. Voskuilen

A stochastic model for damage evolu-tion of mode II delamination fatigue of composite wind turbine bladesC. Zhang & H.-P. Chen

Using pavement monitoring data for maintenance budget estimationR. Hess

Lifecycle optimization of portfo-lios of hydraulic structuresH. Voortman, H. Tuin, W. Seinen & B. Jonkman

Dynamic identification of a bridge pile modeled in conti-nuous-time domainL. Tesu & G.M. Atanasiu

A discontinuous class of filte-ring methods for the identifica-tion of non-smooth dynamical systemsM.N. Chatzis, E. Chatzi & S.P. Triantafyllou

Effects of corrosion by chloride ion on time-dependent seismic reliability of RC bridges in Persian Gulf zoneA. Kalantari & S. Rezaei

15.15

15.30 Sensitivity of bridge life-cycle costs and sustainability measures to parameter uncertaintyN. Vishnu & J. Padgett

Parameter identification of deteriorati-on models by Delphi interviewJ. Bödefeld

The optimal maintenance strategy in BMS considering probability of measuring errorJ.H. Lee, K. Cha, S.M. Ahn & J.S. Kong

Actual developments, treatment options and future waterway asset management implementation for the waterway DanubeM. Hoffmann & T. Hartl

Investigation of shear fracture mechanism by digital image correlation systemsP. Castillo, L. Jirovsky, M. Marcon, R. Wendner & A. Strauss

Vibration-based damage severity estimation basing on a non-model damage featureM.P. Limongelli, M. Domane-schi & L. Martinelli

Parameter estimation for ARX models with missing dataM. Horner & S.N. Pakzad

15.30

15.45 Damage propagation in corroded reinforcing bars with the effect of ine-lastic buckling under low-cycle fatigue loadingM.M. Kashani, A.J. Crewe & N.A. Alexander

Assessment of need for renewal on a multi-network levelL. Klatter & H. Roebers

Design of RC caissons for break-water against repeated impact load due to collision of concrete blocksY. Kawabata, E. Kato, K. Yamamo-to & M. Iwanami

Non-destructive assessment of concrete defects using the pulse-echo method – labora-tory experiencesM. Vogel, E. Kotan & H.S. Müller

Compressed sensing strategy for BIGDATA in output-only system identificationT.J. Matarazzo & S.N. Pakzad

Pigeon colony algorithm (PCA) and its applicationsT.H. Yi, K.F. Wen & H.N. Li

15.45

16.00 Model for the long-term corrosion of cast iron pipes buried in soilR.B. Petersen & R.E. Melchers

Lifetime and replacement cost analysis for concrete bridges and overpasses in the Dutch highway networkR.P. Nicolai, H.E. Klatter & S. van Vuren

Towards a new approach to estimate the functional end of life time of hydraulic infrastructuresS. van Vuren, K. Wojciechowska, J. Vieira da Silva, R.P. Nicolai, P. Bernardini, H. van Twuiver & M. Streekstra

Monitoring and detection of damage in cement composite under sulphate attackS. Moharana & B. Garg

ResoCable® – a quick in-situ non-destructive test method for external prestressed ten-dons and stay cablesS. Siegel

A MAP method with nonpa-rametric priors for estimating P-S-N curvesX. Liu & D. Lu

16.00

16.15 Risk based asset management of pipeli-ne networks for gas and waterL.M. Abspoel, W.M.G. Courage, W. van den Broeck & H. Kruse

The use of nested sampling for predicti-on of infrastructure degradation under uncertaintyH.R.N. Van Erp & A.D. Orcesi

Benefits and future of the dynamical monitoring of structuresP.-E. Thévenin, T. Vassail, M. Fontan, P. Collet & B. Pilot

Radar interferometry as a tool for structural health monito-ringG. Luzi, M. Crosetto, C. Gentile

Reduced nonlinear finite element models for quick-scan assessment of concrete infra-structureD. Ferreira, W. P. Kikstra, M. Hendriks, G.-J. Schreppers & A. de Boer

16.15


SYMPOSIUM OVERVIEW


SpecializationBuildingCivil InfrastructureProduct Design & Manufacturing

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32


8.30 -

10.00

MS6: Issues and challenges in real-world applications of structural health monitoring C.-W. Kim, Á. Cunha, L. S. Tongji & P. J. Mc.Getrick

SS7: Standardization of performance indicators and goals for the Life-Cycle management of highway bridges

J. Campos e Matos & J. R. Casas

SS14: Marine Structural Longevity M. Collette & P. Hess

MS11: Reliability analysis of structural systems and reliability-based optimal design and assessment

R. Steenbergen & R. Caspeele


10.30-

12.00

MS6: Issues and challenges in real-world applications of structural health monitoring C.-W. Kim, Á. Cunha, L. S. Tongji & P. J. Mc.Getrick

SS11: Learning cycles in Life-Cycle asset management A. Hartmann & I. Stipano-vic

SS3: Engineering Adaptation to Climate Change A. O’Connor

SS13: System capacity and robustness for new and existing structures A.Strauss, R. Caspeele, J. Campos e Matos & K. Bergmeister

SS8: Focussing on end-of-lifetime scenarios: Demolition and deconstruction as part of an integrates view on lifetime engineering

P. Kamrath

13.00-

14.30

SS9: Cost reduction and societal benefits over the life cycle due to monitoring of existing structures and innovative repair techniques

J. Kruithof & W. Peelen

GS8: Life–Cycle Cost Models -

SS15: Optimizing decision making of rail asset management J. Swier & M. van Noort

SS2: Self- healing for longevity of ageing concrete infrastructure H. Jonkers

Keynote Lectures

15.00-

16.30

Developing realistic deterioration modelsR.E. Melchers

Integrated Life-Cycle design and assessment of concrete structures – contribution to sustainability and resiliency in a changing worldP. Hájek

Life-Cycle structural integrity management of offshore steel structuresT. Moan

Wednesday, October 19, 2016

SYMPOSIUM OVERVIEW


Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissieka-mer 3

Blue room (library) Hive (library)

MS6: Issues and challenges in re-al-world applications of structural health monitoringChairs: C.-W. Kim & Á. Cunha

SS7: Standardization of performance indi-cators and goals for the life-cycle manage-ment of highway bridgesChairs: J. Campos e Matos & J. R. Casas

SS14: Marine Structural LongevityChairs: M. Collette & P. Hess

MS11: Reliability analysis of structural systems and reliabi-lity-based optimal design and assessmentChairs: R. Caspeele

GS7: Strengthening and RepairChairs: J.Wessels & Z. Lounis

8.30 Bridge condition assessment from long-term monitoring by means of Bayesian hypothesis testC.W. Kim, Z.Wang, T. Morita, M. Kawatani & K. Takase

An overview of COST Action TU1406, quality specifications for roadway bridges (BridgeSpec)J. Campos e Matos, J. Amado, S. Fernandes & N. Galvão

Fatigue life updating for vessel fleetsM.D. Groden, Y. Liu & M.D. Collette

Influence of codal provisions on life-cycle cost estimates of highway bridgesS. Shekhar, J. Ghosh & S. Ghosh

Ductility enhancement of concrete members under blast load using CFRP external strengtheningH. Almansour, Z. Lounis & B. Kadhom

8.30

8.45 Monitoring and model updating of an FRP pedestrian truss bridgeG. Hayashi, C.W. Kim, Y. Suzuki, K. Sugiura, P.J. McGetrick & H. Hibi

Quality control plans and performance indica-tors for highway bridges across EuropeJ.R. Casas

Evaluation of the effects of design uncertainty on the damage tole-rance of composite patchesS. Ter Maath, J. Retherford, E. Stevens & R. Timilsina

A bridge life-cycle cost optimization methodologyJ.O. Almeida, R.M. Delgado & P.F. Teixeira

Sustained load performance of adhesive fastening systems in concreteR. Nilforoush, L. Elfgren & M. Nilsson

8.45

9.00 Experimental validation of spec-tro-temporal compressive sensing for vibration monitoring using wireless sensor networksR. Klis, E. Chatzi &V. Dertimanis

Applied and research based performance indica-tor database for highway bridges across EuropeA. Strauss, K. Bergmeister, A. Mandic Ivankovic & J. Campos e Matos

Structural fatigue life assessment and maintenance needs for a new class of US Coast Guard CuttersI. Drummen, R. Hageman & K. Stambaugh

Computationally efficient estimati-on of the probability density func-tion for the load bearing capacity of concrete columns exposed to fireR. Van Coile, R. Caspeele, P. Criel, L. Wang, G.P. Balomenos, M.D. Pandey & A. Strauss

Prolonging the lifetime of steel highway bridgesM.F. Faber & M. Reniers (Press: N. Willemsen)

9.00

9.15 Damping and frequency of a sag cable attached with a pre-tensioned Shape Memory Alloy wireH.J. Zhou, Y.H.Wu, G.Z. Yao, L.B. Zhou, F. Xing & L.M. Sun

Multi-objective bridge performance goalsI. Stipanovic, N.P. Høj & G. Klanker

Ship structure fatigue and life cy-cle risk management approachesK. Stambaugh & M.L. Kaminski

LCE-analysis of existing anticor-rosive coated bridges based on the parameters ageing, remaining load bearing capacity & reliability as a basis for an adaptation of the future maintenance strategyR. Veit-Egerer, M.Widmann, J. Ra-jasingam, T. Petraschek & T. Heber

Ageing of materials in civil struc-turesA. van Beek

9.15

9.30 A novel damage indicator from a mul-tivariate linear system modelY. Goi & C.W. Kim

Challenges in BMS quality plan developmentM. Kušar & J. Šelih

Discussion on the probabilistic assessment of fatigue with respect to reference periodsS. Lachinger, C. Aichinger, A. Tam-paropoulos & A. Strauss

Mechanical and microscopic properties of hybrid fibers reinfor-ced self-compacting concreteW.J. Long, J.G. Shi, H.L. Zhu, W.L. Peng, H.C. Chen & N.X. Han

9.30

9.45 Health monitoring of real structures by distributed optical fiberA. Barrias, Joan R. Casas, Sergi Villal-ba & Gerardo Rodriguez

Bridge life-cycle prediction through visual inspection data updatingM.A. Zanini, F. Faleschini & C. Pellegrino

Analysis for cracking progress of concrete dam based on double scale variables damage-based cohesive crack modeT.Z. Xu

Complete retrofitting solutions of precast concrete panel buildings using lightweight steel systemsA. Floricel, A. Vataman, A. Ciutina & V. Ungureanu

9.45

10.00 Towards the combination of risk analysis, con-structability and sustainability for the lifecycle management of construction projectsD. Kifokeris & Y. Xenidis

10.00

Wednesday, October 19, 2016 Parallel Session 7 8.30-10.00

SYMPOSIUM OVERVIEW

34

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissieka-mer 3

Blue room (library) Hive (library)

MS6: Issues and challenges in re-al-world applications of structural health monitoringChairs: C.-W. Kim & Á. Cunha

SS7: Standardization of performance indi-cators and goals for the life-cycle manage-ment of highway bridgesChairs: J. Campos e Matos & J. R. Casas

SS14: Marine Structural LongevityChairs: M. Collette & P. Hess

MS11: Reliability analysis of structural systems and reliabi-lity-based optimal design and assessmentChairs: R. Caspeele

GS7: Strengthening and RepairChairs: J.Wessels & Z. Lounis

8.30 Bridge condition assessment from long-term monitoring by means of Bayesian hypothesis testC.W. Kim, Z.Wang, T. Morita, M. Kawatani & K. Takase

An overview of COST Action TU1406, quality specifications for roadway bridges (BridgeSpec)J. Campos e Matos, J. Amado, S. Fernandes & N. Galvão

Fatigue life updating for vessel fleetsM.D. Groden, Y. Liu & M.D. Collette

Influence of codal provisions on life-cycle cost estimates of highway bridgesS. Shekhar, J. Ghosh & S. Ghosh

Ductility enhancement of concrete members under blast load using CFRP external strengtheningH. Almansour, Z. Lounis & B. Kadhom

8.30

8.45 Monitoring and model updating of an FRP pedestrian truss bridgeG. Hayashi, C.W. Kim, Y. Suzuki, K. Sugiura, P.J. McGetrick & H. Hibi

Quality control plans and performance indica-tors for highway bridges across EuropeJ.R. Casas

Evaluation of the effects of design uncertainty on the damage tole-rance of composite patchesS. Ter Maath, J. Retherford, E. Stevens & R. Timilsina

A bridge life-cycle cost optimization methodologyJ.O. Almeida, R.M. Delgado & P.F. Teixeira

Sustained load performance of adhesive fastening systems in concreteR. Nilforoush, L. Elfgren & M. Nilsson

8.45

9.00 Experimental validation of spec-tro-temporal compressive sensing for vibration monitoring using wireless sensor networksR. Klis, E. Chatzi &V. Dertimanis

Applied and research based performance indica-tor database for highway bridges across EuropeA. Strauss, K. Bergmeister, A. Mandic Ivankovic & J. Campos e Matos

Structural fatigue life assessment and maintenance needs for a new class of US Coast Guard CuttersI. Drummen, R. Hageman & K. Stambaugh

Computationally efficient estimati-on of the probability density func-tion for the load bearing capacity of concrete columns exposed to fireR. Van Coile, R. Caspeele, P. Criel, L. Wang, G.P. Balomenos, M.D. Pandey & A. Strauss

Prolonging the lifetime of steel highway bridgesM.F. Faber & M. Reniers (Press: N. Willemsen)

9.00

9.15 Damping and frequency of a sag cable attached with a pre-tensioned Shape Memory Alloy wireH.J. Zhou, Y.H.Wu, G.Z. Yao, L.B. Zhou, F. Xing & L.M. Sun

Multi-objective bridge performance goalsI. Stipanovic, N.P. Høj & G. Klanker

Ship structure fatigue and life cy-cle risk management approachesK. Stambaugh & M.L. Kaminski

LCE-analysis of existing anticor-rosive coated bridges based on the parameters ageing, remaining load bearing capacity & reliability as a basis for an adaptation of the future maintenance strategyR. Veit-Egerer, M.Widmann, J. Ra-jasingam, T. Petraschek & T. Heber

Ageing of materials in civil struc-turesA. van Beek

9.15

9.30 A novel damage indicator from a mul-tivariate linear system modelY. Goi & C.W. Kim

Challenges in BMS quality plan developmentM. Kušar & J. Šelih

Discussion on the probabilistic assessment of fatigue with respect to reference periodsS. Lachinger, C. Aichinger, A. Tam-paropoulos & A. Strauss

Mechanical and microscopic properties of hybrid fibers reinfor-ced self-compacting concreteW.J. Long, J.G. Shi, H.L. Zhu, W.L. Peng, H.C. Chen & N.X. Han

9.30

9.45 Health monitoring of real structures by distributed optical fiberA. Barrias, Joan R. Casas, Sergi Villal-ba & Gerardo Rodriguez

Bridge life-cycle prediction through visual inspection data updatingM.A. Zanini, F. Faleschini & C. Pellegrino

Analysis for cracking progress of concrete dam based on double scale variables damage-based cohesive crack modeT.Z. Xu

Complete retrofitting solutions of precast concrete panel buildings using lightweight steel systemsA. Floricel, A. Vataman, A. Ciutina & V. Ungureanu

9.45

10.00 Towards the combination of risk analysis, con-structability and sustainability for the lifecycle management of construction projectsD. Kifokeris & Y. Xenidis

10.00


SYMPOSIUM OVERVIEW


Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS6: Issues and challenges in re-al-world applications of structural health monitoringChairs: C.-W. Kim & P. J. Mc.Ge-trick

SS11: Learning cycles in Life-Cycle asset managementChairs: A. Hartmann & I. Stipanovic

SS3: Engineering Adaptation to Climate ChangeChair: Alan O’Connor

SS13: System capacity and robustness for new and existing structuresChairs: J. Campos e Matos & K. Bergmeister

SS8: Focussing on end-of-li-fetime scenarios: Demolition and deconstruction as part of an integrates view on lifetime engineeringChair: P. Kamrath

10.30 A fundamental investigation to survey the state of RC bridge decks with verti-cal acceleration given by FWD testH. Onishi, T. Santo, S. Chida & K. Ouchi

A framework for strategic replacement of infrastructure: Dealing with complexity, long term uncertainties and stakeholder involvementG.J. Roovers, G. Klanker, P. Bernardini & M. Tosserams

Life-cycle modeling of critical slopes in Mexico, including the effect of strong rainfallsD. De Leon & J.S. Perez

Safety format requirements for RC columns design based on stochastic simulationsJ. Podroužek & A. Strauss

Focussing on end-of-lifetime scenarios: Demolition and decon-struction as part of an integrated view on lifetime engineeringP. Kamrath

10.30

10.45 Structural health monitoring and damage detection of an arch bridge using a minimum mean square error estimatorJ. Kullaa, F. Magalhães & Á. Cunha

A framework for evaluating the perfor-mance of infrastructure assets. Applica-tion to the life-cycle of road and railway bridgesH. Patrício & N. Almeida

Energy balance and global war-ming potential of soil bioenginee-ring structuresM. von der Thannen, S. Hörbin-ger, H.P. Rauch, R. Paratscha, R. Smutny & A. Strauss

Robustness of an existing pre-stressed concrete bridgeH. Guimarães, J. Fernandes & J. Campos e Matos

The means of deconstruction engineeringP. Kamrath

10.45

11.00 Substructural identification using input-output observations and neural networkA.K.T. Park & M. Torbol

Economic End of Life Indicator (EELI)J. Bakker, J.H. Roebers & J. Knoops

On risk-based design of structu-res exposed to changing climatic actionsM. Sýkora, D. Diamantidis, J.V. Retief, C. Viljoen & Á. Rózsás

Lifecycle performances of con-ventional and soil bioenginee-ring construction materialsG. Kalny, H.P. Rauch, K. Rados, A. Strauss, W. Loiskandl & A. Strauss

Structural damage identification based on non-destructive and destructive investigation of PCT girder removed due to salt damageN. Arima, S. Fukada, M.T. Ha, M. Moriyama & T. Miyashita

11.00

11.15 Deflection based monitoring as a bridge damage indicatorE. O’Brien, P.C. Fitzgerald, E. Sevillano & C.H. Carey

A risk-based model for maintenance decision support of civil structures using RAMST.C. Viana da Rocha, I. Stipanovic & A. Hartmann

Climate change effect on deteri-oration of concrete structures in FinlandT.A. Pakkala, A.-M. Lemberg, A. Köliö & J. Lahdensivu

Software system to support the planning process of road bridgesM. Dimmer & H. Flederer

The relationship between damages in road pavement and customer feedbackK. Takahashi, S. Kimura & M. Moriyama

11.15

11.30 Fatigue life assessment of three offshore wind turbinesW. Weijtjens, N. Noppe, T. Verbelen, C. Devriendt & A. Iliopoulos

Life-cycle cost explored by the integrated design and delivery solution frameworkB. Dongmo-Engeland & E. Hjelseth

Development of a methodology for environmental life cycle assessment of alpine protective structuresR. Paratscha, A. Strauss, R. Smutny, M. von der Thannen, S. Hörbinger & H.P. Rauch

Study on maintenance manage-ment for deteriorated concrete by JSCE-342S. Miyazato, T. Yamamoto, R. Taka-hashi, T.Watanabe & K. Kobayashi

11.30

11.45 Automated road survey and pavement management on porous asphaltW.L.C. van Aalst, G.B. Derksen, P.P.M. Schackmann, E. Zwier, F.G.M. Bouman & P. Paffen

Structural robustness evaluati-on at selected damage cases of bridgesT. Kaminski

11.45


SYMPOSIUM OVERVIEW

36

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)MS6: Issues and challenges in re-al-world applications of structural health monitoringChairs: C.-W. Kim & P. J. Mc.Ge-trick

SS11: Learning cycles in Life-Cycle asset managementChairs: A. Hartmann & I. Stipanovic

SS3: Engineering Adaptation to Climate ChangeChair: Alan O’Connor

SS13: System capacity and robustness for new and existing structuresChairs: J. Campos e Matos & K. Bergmeister

SS8: Focussing on end-of-li-fetime scenarios: Demolition and deconstruction as part of an integrates view on lifetime engineeringChair: P. Kamrath

10.30 A fundamental investigation to survey the state of RC bridge decks with verti-cal acceleration given by FWD testH. Onishi, T. Santo, S. Chida & K. Ouchi

A framework for strategic replacement of infrastructure: Dealing with complexity, long term uncertainties and stakeholder involvementG.J. Roovers, G. Klanker, P. Bernardini & M. Tosserams

Life-cycle modeling of critical slopes in Mexico, including the effect of strong rainfallsD. De Leon & J.S. Perez

Safety format requirements for RC columns design based on stochastic simulationsJ. Podroužek & A. Strauss

Focussing on end-of-lifetime scenarios: Demolition and decon-struction as part of an integrated view on lifetime engineeringP. Kamrath

10.30

10.45 Structural health monitoring and damage detection of an arch bridge using a minimum mean square error estimatorJ. Kullaa, F. Magalhães & Á. Cunha

A framework for evaluating the perfor-mance of infrastructure assets. Applica-tion to the life-cycle of road and railway bridgesH. Patrício & N. Almeida

Energy balance and global war-ming potential of soil bioenginee-ring structuresM. von der Thannen, S. Hörbin-ger, H.P. Rauch, R. Paratscha, R. Smutny & A. Strauss

Robustness of an existing pre-stressed concrete bridgeH. Guimarães, J. Fernandes & J. Campos e Matos

The means of deconstruction engineeringP. Kamrath

10.45

11.00 Substructural identification using input-output observations and neural networkA.K.T. Park & M. Torbol

Economic End of Life Indicator (EELI)J. Bakker, J.H. Roebers & J. Knoops

On risk-based design of structu-res exposed to changing climatic actionsM. Sýkora, D. Diamantidis, J.V. Retief, C. Viljoen & Á. Rózsás

Lifecycle performances of con-ventional and soil bioenginee-ring construction materialsG. Kalny, H.P. Rauch, K. Rados, A. Strauss, W. Loiskandl & A. Strauss

Structural damage identification based on non-destructive and destructive investigation of PCT girder removed due to salt damageN. Arima, S. Fukada, M.T. Ha, M. Moriyama & T. Miyashita

11.00

11.15 Deflection based monitoring as a bridge damage indicatorE. O’Brien, P.C. Fitzgerald, E. Sevillano & C.H. Carey

A risk-based model for maintenance decision support of civil structures using RAMST.C. Viana da Rocha, I. Stipanovic & A. Hartmann

Climate change effect on deteri-oration of concrete structures in FinlandT.A. Pakkala, A.-M. Lemberg, A. Köliö & J. Lahdensivu

Software system to support the planning process of road bridgesM. Dimmer & H. Flederer

The relationship between damages in road pavement and customer feedbackK. Takahashi, S. Kimura & M. Moriyama

11.15

11.30 Fatigue life assessment of three offshore wind turbinesW. Weijtjens, N. Noppe, T. Verbelen, C. Devriendt & A. Iliopoulos

Life-cycle cost explored by the integrated design and delivery solution frameworkB. Dongmo-Engeland & E. Hjelseth

Development of a methodology for environmental life cycle assessment of alpine protective structuresR. Paratscha, A. Strauss, R. Smutny, M. von der Thannen, S. Hörbinger & H.P. Rauch

Study on maintenance manage-ment for deteriorated concrete by JSCE-342S. Miyazato, T. Yamamoto, R. Taka-hashi, T.Watanabe & K. Kobayashi

11.30

11.45 Automated road survey and pavement management on porous asphaltW.L.C. van Aalst, G.B. Derksen, P.P.M. Schackmann, E. Zwier, F.G.M. Bouman & P. Paffen

Structural robustness evaluati-on at selected damage cases of bridgesT. Kaminski

11.45


SYMPOSIUM OVERVIEW


Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)SS9: Cost reduction and societal benefits over the Life-Cycle due to monitoring of existing structures and innovative repair techniquesChairs: J. Kruithof & W. Peelen

GS8: Life–Cycle Cost ModelsChairs: J. Padgett & M. Hertogh

SS15: Optimizing decision making of rail asset manage-mentChairs: A. Zoeteman & M. van Noort

SS2: Self- healing for longevity of ageing concrete infrastruc-tureChairs: H. Jonkers & K. van Breugel

13.00 Evaluation of thirteen civil infrastruc-ture monitoring pilots in The Nether-landsG.T. Luiten,W.H.A. Peelen & R. Drie-man

Optimizing the procurement under life cycle cost aspectsE. Stocker & D. Koch

Preventive condition-based tam-ping for railway tracks: A decision support modelR. Li, K.B. Salling, A. Zoeteman & A.R.M. Wolfert

Durability design of reinforced concrete structures with stainless steel reinforcementF. Lollini, M. Gastaldi & L. Berto-lini

13.00

13.15 Failure mode evaluation of reinforced concrete bridge columns with isolators subjected to severe ground motionsH. Matsuzaki, M. Onodera & M. Suzuki

Life cycle assessment of high rising resi-dential building in Southeast ChinaL. Huang, G. Krigsvoll, Y. Liu & F. Johan-sen (Press: H. Chow)

Railway bridge asset manage-ment using a Petri-Net modelling approachP.C. Yianni, D. Rama, L.C. Neves & J.D. Andrews

Multiple self-repair of concrete cracks by encapsulated methyl methacrylateK. Van Tittelboom, B. Vanlerberg-he, N. De Belie, M. Araújo & S. Van Vlierberghe

13.15

13.30 Electro active repair of concrete: Inno-vation for increased repair durabilityR.B. Polder & M.R. Geiker

Maintenance strategy of highway bridges based on life cycle functionY. Xiang, D. Guo & Q.Wu

Risk based rail asset managementJ. Swier

Study on estimation technique of hydration on concrete in the mold by electrical resistance valueM. Ota & T. Iyoda

13.30

13.45 Example of a fatigue life evaluation of noise barriers along a high speed railway lineS. Lachinger, M. Kwapisz, M. Ralbovs-ky & H. Kari

Comparing the life-cycle cost of optimal bridge designs using a lifetime reliabili-ty-based approachT. García-Segura, V. Yepes, D.M. Frango-pol & D.Y. Yang

Professional and sustainable decision making with life cycle managementM. van Noort

Effect of prevention for chloride ion using both of CA2 and expansi-ve admixture to low heat Portland cementT. Ito & T. Iyoda

13.45

14.00 Motion-blur-compensated structural health monitoring system for tunnels using pre-emphasis techniqueT. Hayakawa & M. Ishikawa

Exploring the important factors for suc-cess of private construction projectsR. Padmini

Assessment railway bridges over the river Waal near ZaltbommelP.C. Vos & B.H.M. van den Broek

Comparison for permeability resistance between concrete and mortarT. Iyoda

14.00

14.15 Cost benefit analysis of monitoring modular joints in the Dutch highway networkW.H.A. Peelen & A.H.J.M. Vervuurt

Common misunderstandings in life cycle costing analyses and how to avoid themM. van den Boomen, R. Schoenmaker, J.G. Verlaan & A.R.M.Wolfert

Self-healing of corrosion damage in reinforced concrete through the ap-plication of polymeric nano-mate-rials: Brief review of recent studiesD.A. Koleva & H.M. Jonkers

14.15


SYMPOSIUM OVERVIEW

38

Auditorium Senaatzaal Frans van Hasseltzaal Commissiekamer 2 Commissiekamer 3 Blue room (library) Hive (library)SS9: Cost reduction and societal benefits over the Life-Cycle due to monitoring of existing structures and innovative repair techniquesChairs: J. Kruithof & W. Peelen

GS8: Life–Cycle Cost ModelsChairs: J. Padgett & M. Hertogh

SS15: Optimizing decision making of rail asset manage-mentChairs: A. Zoeteman & M. van Noort

SS2: Self- healing for longevity of ageing concrete infrastruc-tureChairs: H. Jonkers & K. van Breugel

13.00 Evaluation of thirteen civil infrastruc-ture monitoring pilots in The Nether-landsG.T. Luiten,W.H.A. Peelen & R. Drie-man

Optimizing the procurement under life cycle cost aspectsE. Stocker & D. Koch

Preventive condition-based tam-ping for railway tracks: A decision support modelR. Li, K.B. Salling, A. Zoeteman & A.R.M. Wolfert

Durability design of reinforced concrete structures with stainless steel reinforcementF. Lollini, M. Gastaldi & L. Berto-lini

13.00

13.15 Failure mode evaluation of reinforced concrete bridge columns with isolators subjected to severe ground motionsH. Matsuzaki, M. Onodera & M. Suzuki

Life cycle assessment of high rising resi-dential building in Southeast ChinaL. Huang, G. Krigsvoll, Y. Liu & F. Johan-sen (Press: H. Chow)

Railway bridge asset manage-ment using a Petri-Net modelling approachP.C. Yianni, D. Rama, L.C. Neves & J.D. Andrews

Multiple self-repair of concrete cracks by encapsulated methyl methacrylateK. Van Tittelboom, B. Vanlerberg-he, N. De Belie, M. Araújo & S. Van Vlierberghe

13.15

13.30 Electro active repair of concrete: Inno-vation for increased repair durabilityR.B. Polder & M.R. Geiker

Maintenance strategy of highway bridges based on life cycle functionY. Xiang, D. Guo & Q.Wu

Risk based rail asset managementJ. Swier

Study on estimation technique of hydration on concrete in the mold by electrical resistance valueM. Ota & T. Iyoda

13.30

13.45 Example of a fatigue life evaluation of noise barriers along a high speed railway lineS. Lachinger, M. Kwapisz, M. Ralbovs-ky & H. Kari

Comparing the life-cycle cost of optimal bridge designs using a lifetime reliabili-ty-based approachT. García-Segura, V. Yepes, D.M. Frango-pol & D.Y. Yang

Professional and sustainable decision making with life cycle managementM. van Noort

Effect of prevention for chloride ion using both of CA2 and expansi-ve admixture to low heat Portland cementT. Ito & T. Iyoda

13.45

14.00 Motion-blur-compensated structural health monitoring system for tunnels using pre-emphasis techniqueT. Hayakawa & M. Ishikawa

Exploring the important factors for suc-cess of private construction projectsR. Padmini

Assessment railway bridges over the river Waal near ZaltbommelP.C. Vos & B.H.M. van den Broek

Comparison for permeability resistance between concrete and mortarT. Iyoda

14.00

14.15 Cost benefit analysis of monitoring modular joints in the Dutch highway networkW.H.A. Peelen & A.H.J.M. Vervuurt

Common misunderstandings in life cycle costing analyses and how to avoid themM. van den Boomen, R. Schoenmaker, J.G. Verlaan & A.R.M.Wolfert

Self-healing of corrosion damage in reinforced concrete through the ap-plication of polymeric nano-mate-rials: Brief review of recent studiesD.A. Koleva & H.M. Jonkers

14.15


SYMPOSIUM OVERVIEW


MAP OF VENUE

Theatre ‘De Veste’ Asvest 1, 2611 PK DelftTU-Delft Aula Congrescentrum Mekelweg 5, 2628 CC Delft

40

SYMPOSIUM ROOMS

Ground Floor Aula Congress Centre

First Floor Aula Congress Centre

Second Floor Aula Congress Centre


Map of the libary (Blue Room & Hive)

SYMPOSIUM ROOMS

Exhibitioners

42

SOCIAL PROGRAM

SOCIAL PROGRAM

Reception and Lunch service will be offered to all registered symposium delegates and accompanyingpersons. Banquet is open to symposium delegates other than the students and also to accompanyingpersons.Students wishing to participate in the banquet are kindly asked to inquire at the Registration Desk on the day of the symposium

WELCOME RECEPTION

Sunday 16.10.2016 - 17.00-20.00The reception will be held at the City Hall in Delft: Markt 87, Delft

SYMPOSIUM BANQUET Tuesday 18.10.2016 - 19.00-23.00We are delighted to announce that the Conference Gala Dinner will be held at the Old Church in Delft on the evening of the 18th October 2016. Dinner will take place in a wonderful historical setting. The beautiful stained glass windows of the Old Church add to its distinctive look and feel. When sunbeams fall on these ‘window stories’, they create a spectacle of light, angles and colours. The story of how the oldest church in Delft was founded takes us right back to the dark days of the early Middle Ages. Around 1050, a tuff stone church of around 12 by 30 metres was probably already standing amid the settlements along the ‘Delf ’.

Old ChurchHeilige Geestkerkhof 252611 HP DELFT


TOUR FOR ACCOMPANYING PERSONS

Monday 17.10.2016

10.00 Aula - Walk to Porceleyne Fles ( 10 min).10.15 Visit Porceleyne Fles (Royal Delft Pottery). The Royal Dutch Delftware Manufactory “De Koninklijke Por-

celeyne Fles/Royal Delft” established in 1653, is the last remaining Delftware factory from the 17th century. Here, the world renowned Royal Delftware is still entirely hand painted according to centuries-old tradition.

11.15 Boat tour Delft. The historically important city of Delft is best discovered and contemplated from its centu-ries-old canals. For almost 50 years the canal cruiser boats of Rondvaart Delft have been sailing people along its canals, historic landmarks and centuries-old arched bridges.

12.30 Lunch in Centre Delft13.30 Guided tour Delft. “Delft, our city, our common history” Guild Delft organizes historical walks in the mainly

car-free part of the city. It looks at, inter alia, the creation of the city, the House of Orange, the Old and the New Church (outside of buildings), Hugo Grotius, Antoni van Leeuwenhoek and Vermeer.

15.30 End program, AULA or City Centre

Wednesday 19.10.201609.30 Departure bus from Aula11.00-11.30 Coffee and Pastry 1st Class - Experience the grandeur of the past Grand Café Restaurant 1eKlas Amsterdam. A

unique monumental catering events venue at Central Station in Amsterdam.11.30-12.30 Boat tour Amsterdam - During this cruise you will sail through the charming town with its famous sights to offer

our historic city as the Seven Arches Bruges Canal, the Skinny Bridge over the Amstel, the VOC ship and the port. Our special audio system ensures that you will get to know Amsterdam in a completely original way!

13.00-14.00 Lunch at Urban Cafe De Heffer (guides pick you here) * 1 cup fresh seasonal soup * 2 croissants, a stone-baked Barra Gallega (white), or Petit Pain Rustic Multigrain (brown) * Ham, cheese, American fillet, roast beef croquet-te * Croissants * * Unlimited coffee and tea * 1 glass of orange juice “orange and milk

14.00-15.00 Guided tour through Amsterdam - Jordaan. The guide (s) will take you during this walk to the world famous canals. During this walk we combine unadulterated Amsterdam atmosphere with a bit of culture. The canal is one since August 1, 2010 officially to the UNESCO World Heritage Site and is therewith including the Luxor Pyramids in Egypt and the Alhambra in Spain on the World Heritage List. Our guide will take you to the best places, the liveliest squares and the beautiful city of Amsterdam canal with its beautifully decorated warehouses. You’ll be there to taste the quaint atmosphere of this unique piece

15.30-17.00 Guided tour Rijksmuseum.17.00 Bus transfer back to Delft17.30/18.00 Aula TU Delft/ hotel in Delft

SOCIAL PROGRAM

44

TECHNICAL TOUR

TECHNICAL VISIT: Fortress Vechten and project “Room for the river” - Lent

Thursday 21.10.2016

In this technical visit you will learn about things you did not know about the Dutch and the water.We will visit Fort Vechten to learn about the historical Dutch military defense works, now Unesco world heritage, and fascinating from civil engineering perspective.

The second part of the technical tour deals with the challenge for the Dutch to deal with sea level rising.Major investments are made towards the future to defend against this phenomena. A national program, called “room for the river” coordinates in total 30 projects dealing with all major weak spots in the river water defense. Measures are taken to give the river space to flood safely. Moreover, the measures are desig-ned in such a way that they improve the quality of the immediate surroundings.

We will visit the town Nijmegen where the river is widened and the dike has been moved to give the river the space it needs. The project has also re-developed the area. Some beautiful civil structures are built. During the tour we will drink coffee and have lunch on a boat on the Maas.

Maximum 40 participantsRegister by e-mail: [email protected]

Time schedule:

09.00 Departure by bus (University Delft)10.15 Arrival Fort Vechten (Marsdijk 2, Bunnik)10.20 Coffe and tea10.30 Guided tour Fort Vechten12.00 Departure bus to Nijmegen13.00 Arrival at Nijmegen Waalkade & departure

by boat on the river Maas. Lunch will be served during the tour

13.00 Guided tour on the river the Mas14.45 End tour on the Maas15.00 Departure by bus to Delft17.15 Arrival at Delft and end of the technical tour


WHO IS PRESENTING WHERE & WHEN

Ababneh, Ayman Monday 3Abspoel, Linda Monday 2Abspoel, Linda Tuesday 6Akbari, Reza Tuesday 5Akgul, Ferhat Monday 3Alhan, Cenk Monday 3Almeida, Joana Wednesday 7Anastasopoulos, Dimitrios Tuesday 5Andrade, Carmen Monday 3Ang, Alfredo Monday Pl.1Anthonissen, Joke Monday 2Arima, Naohide Wednesday 8Atanasiu, Gabriela M. Tuesday 4Bakker, Jaap Monday 1Bakker, Jaap Wednesday 8Bakker, Peter Monday 1Bakx - Leenheer, Mirjam Monday 3Barrias, Antonio Wednesday 7Bennis, Thijs Monday 1Bezemer, Donald Monday 2Bianchi, Silvia Monday 2Binder, Fritz Monday 2Blauw, Maaike Tuesday 5Bödefeld, Joerg Tuesday 6Bouwman, Frank Wednesday 8Breugel, Klaas Monday 1Brommet, Olga Monday 1Brühwiler, Eugen Tuesday Pl.2Budelmann, Harald Monday 1Bunea, Georgiana Monday 3Campos e Matos, J. Wednesday 7Casas, Joan Monday 2Casas, Joan Wednesday 7Caspeele, Robby Monday 1Caspeele, Robby Wednesday 7Cervenka, Jan Monday 2Chassiakos, Athanasios Monday 1Chatzi, Eleni Wednesday 7Chatzis, Manolis Tuesday 6Chen, Hua-Peng Monday 2Chen, zhaohui Monday 2Chiu, ChienKuo Tuesday 6

Chlayon, Tom Monday 1Chow, Hao Wednesday 9Ciutina , Adrian Wednesday 7Collette, Matthew Wednesday 7Czernuschka, Lisa-Marie Monday 2Davies, Don Monday FKDe Boer, Ane Monday 3De Gijt, Jarit Tuesday 5De Gijt, Jarit Tuesday 6De Leon, David Monday 3De Leon, David Wednesday 8de Paula, Raphael Tuesday 4Demirel, Hatice Cigdem Monday 3Dimmer, Michael Wednesday 8Diniz, Sofia Monday 1Dragormir, Claudiu-Sorin Tuesday 6Drummen, Ingo Wednesday 7Duvnjak, Ivan Tuesday 5Eguchi, Kohei Tuesday 5Elfgren, Lennart Monday 3Elfgren, Lennart Wednesday 7Erdenebat, Dolgion Tuesday 5Fitzgerald, Paul Wednesday 8Fontan, Maxime Tuesday 6Franssen, M.J.P.M. Monday 2Furtner, Peter Monday 1Gao, Xiangling Monday 1Garavaglia, Elsa Tuesday 4Ghosh, Jayadipta Monday 2Ghosh, Jayadipta Wednesday 7Goi, Yoshinao Wednesday 7Gong, Jinxin Monday 1Guedella Bustamante, Edith Tuesday 5Guimarães, Hugo Wednesday 8Hafner, Annette Monday 1Hajek, Petr Wednesday Pl.3Harik, Issam Tuesday 5Hartmann, Andreas Tuesday 4Haselbauer, Katrin Monday 2Hashimoto, Katsufumi Monday 2Haslbeck, Matthias Monday 1

NAME Day & Sessionnumber NAME Day & Sessionnumber

46

Hausmann, Barbara Tuesday 5Hayakawa, Tomohiko Wednesday 9Hertogh, Marcel Monday Pl.1Hess, Rainer Tuesday 6Hirai, Toshiyuki Tuesday 5Hjelseth, Eilif Monday 2Hjelseth, Eilif Wednesday 8Hoffmann, Markus Tuesday 5Hoffmann, Markus Tuesday 6Holst, Ralph Tuesday 5Iliopoulos, Alexandros Tuesday 5Ishikawa, Takuya Tuesday 5Ito, Hajime Monday 1Ito, Takafumi Wednesday 9Iyoda, Takeshi Wednesday 9Johannes, Koos Monday 2Jonkers, Henk Wednesday 9Jonkman, Bas Tuesday Pl.2Köliö, Arto Monday 3Kaminski, Tomasz Wednesday 8Kamrath, Dr. Paul Wednesday 8Kashani, Mohammad Mehdi Tuesday 6Kawaai, Keiyu Monday 1Kawabata, Yuichiro Tuesday 6Keijzer, Elisabeth Tuesday 6Kentaro, Koike Tuesday 4Kessler, Sylvia Monday 1Kim, Chul-Woo Wednesday 7Kimura, Sadao Wednesday 8Kitahara, Takeshi Tuesday 5Klanker, Giel Tuesday 5Klatter, Leo Tuesday 6Kleijn van Willigen, Gwen Monday 2Klerk, Wouter Jan Tuesday 4Kong, jungsik Tuesday 6Kortstee, ellen Monday 3Kosgodagan, Alex Tuesday 6Kosobudzki, Mariusz Monday 1Kušar, Matej Wednesday 7Kullaa, Jyrki Wednesday 8Kunz, Claus Tuesday 6

Lachinger, Stefan Wednesday 7Lachinger, Stefan Wednesday 9Lantsoght, Eva Monday 2Leendertse, Wim Monday 3Leyder, Claude Tuesday 5Li, Chun-Qing Tuesday 5Lim, Sopokhem Monday 2Limongelli, Maria Pina Tuesday 6Linthorst, Frank Monday 2Liu, Xiaowei Tuesday 6Liu, Yan Monday 3Lollini, Federica Wednesday 9Long, Wu-Jian Wednesday 7Lopez Lopez, Alberto Monday 3Lopez, Alberto Monday 3Lounis, Zoubir Monday 1Lounis, Zoubier Wednesday 7Lourens, Eliz-Mari Tuesday 4Lu, Zhao-Hui Tuesday 4Luiten, Bart Monday 1Luiten, Bart Wednesday 9Luzi, Guido Tuesday 6Maes, Kristof Tuesday 5Makki Alamdari, Mehrisadat Tuesday 4Mante, Bart Tuesday 4Marcon, Marco Tuesday 6Mashiri, Fidelis Tuesday 4Matsuzaki, Hiroshi Wednesday 9Melchers, Robert Wednesday Pl.3Merschbrock, Christoph Monday 2Miyamoto, Ayaho Monday 3Miyazato, Shinichi Wednesday 8Moan, Torgeir Wednesday Pl.3Moharana, Sumedha Tuesday 6Mookhoek, Steven Tuesday 4Moore, Patrick Tuesday 4Mostafa, Neda Tuesday 5Moughty, John James Tuesday 4Muhurdarevic, Zlatan Monday 1Myers, John J. Monday 3Nakashima, Tomoko Monday 2




Nicodemo, Gianfranco Tuesday 4Nicolai, Robin Tuesday 6Nomura, Mitsugu Monday 2Nushi, Violeta Monday 1Onihi, Hiroshi Wednesday 8Orcesi, Andre Tuesday 6Osawa, Ryoichi Monday 3Ota, Maho Wednesday 9Ott, Stephan Monday 2Ou, Yaowen Tuesday 4Pacagnella Junior, A. Monday 1Pakkala, Toni Wednesday 8Pakzad, Shamim Tuesday 6Panesar, Daman Tuesday 4Papakonstanti0u, Kostas Monday 2Paratscha, Roman Wednesday 8Patricio, Hugo Wednesday 8Peelen, Willy Wednesday 9Pel, Leo Monday 2Pescari, Simon Tuesday 4Petersen, Robert Tuesday 6Pishkari, Raheleh Monday 2Polder, Rob Wednesday 9Qu, Chunxu Tuesday 4Rama, Dovile Wednesday 9Raman, Padimi Wednesday 9Reinders, Jos Monday 3Reusen, Maurice Tuesday 4Rezaei, Saeid Tuesday 6Roest, Nic Monday 1Roovers, Geert Tuesday 5Roovers, Geert Wednesday 8Ruan, Xin Tuesday 4Saghi, Samira Monday 2Sakai, Yuya Monday 1Sancharoen, Pakawat Tuesday 4Santarsiero, Giuseppe Tuesday 5Santos, Joao Monday 2Sarkisian, Mark Monday 1Sato, Takashi Tuesday 4Schäfer, Sabrina Tuesday 4Schacht, Gregor Monday 2

Schmidt-Baeumler, Heike Tuesday 4Schneider, Patricia Tuesday 4Schneider, Patricia Tuesday 5Siegel, Steffen Tuesday 6Silva, Ana Monday 1Someya, Nozomu Tuesday 5Spencer, Billy Monday Pl.1Stambaugh, Karl Wednesday 7Strauss, Alfres Wednesday 8Stipanovic, Irina Wednesday 7Stipanovic, Irina Wednesday 8Stocker, Emanuel Wednesday 9Strauss, Alfred Tuesday 4Strauss, Alfred Wednesday 7Su, Wei-Chih Tuesday 4Sutoh, atsushi Tuesday 6Swier, Jan Wednesday 9Sykora, Miroslav Wednesday 8Taozhi, Xu Wednesday 7Termaath, Stephanie Wednesday 7Tesu, Lazarica Tuesday 6Titi, Andrea Monday 2Tokunaga, Mitsuharu Monday 2Ton van Beek, Ton Wednesday 7Torbol, Marco Wednesday 8Uomoto, Taketo Tuesday Pl.2Van den Boomen, Martine Wednesday 9Van den Broek, Boyd Wednesday 9Van der Wiel, Wouter Tuesday 4Van nederveen, sander Monday 1Van Noort, Martijn Wednesday 9Van Ruijven, Leo Monday 2Van Tittelboom, Kim Wednesday 9Van Vuren, Saskia Tuesday 6Veerman, Rene Monday 1Veit-Egerer, Robert Wednesday 7Venanzi, Ilaria Monday 3Venglovska, Sofiia Tuesday 4Vergoossen, Rob Monday 1Vervoort, David Monday 2Vidaud, Marine Tuesday 5Vidovic, Anja Tuesday 6



48

Vishnu, Navya Tuesday 6Vitiello, Umberto Monday 3Vogel, Michael Tuesday 6Von der Thannen, Magdalena Wednesday 8Vona, Marco Monday 3Voortman, Hessel Tuesday 6Vyas, Gayatri Tuesday 5Wang, Licheng Monday 1Wang, Jianhong Monday 1Watanabe, Ken Monday 1Weijtjens, Wout Wednesday 8Wells, Tony Monday 1Welsh-Huggins, Sarah Tuesday 5Wessels, Jos Tuesday 4Willemsen, Niels Wednesday 7Xenidis, Yiannis Wednesday 7Xiang, Yiqiang Wednesday 9Xiao, Nan Monday 1Xu, Xiaoyan Tuesday 5Yan, Xiaohuan Monday 1Yang, David Monday 1Yang, David Wednesday 9Yanweerasak, Thanapol Monday 2Yazdani, Hessam Monday 1Yi, Ting-Hua Tuesday 6Yokota, Hiroshi Tuesday 4Yoshitaka, Kato Tuesday 4Yuan, Yong Tuesday 4Yuan, Yuan Tuesday 4Zanini, Mariano Angelo Wednesday 7Zhang, Chi Tuesday 6Zhang, Juhui Monday 2Zhang, Wei Tuesday 5Zhang, Xue Tuesday 4Zhou, Haijun Monday 1Zhou, Haijun Wednesday 7Zhou, Hao Monday 2Zinke, Tim Monday 1Žitný, Jan Tuesday 4Zmigrodzki, Stefan Monday 3Zoeteman, Arjen Wednesday 9

NAME Day & Sessionnumber


IALCCE 2016DELFT, THE NETHERLANDS

OCTOBER 16-19, 2016

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