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1447 Dani Jel Kukar As

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    1. University of Illinois at Chicago,The Department of Civil and Materials Engineering

    The Structural and Concrete Materials Research Laboratory

    ,

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    The Yugoslav Student Summer Program at the University of

    Illinois, Experimental research concrete structures

    strengthened with CFRP (Head of Laboratory: Prof. Mohsen A.

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    2. Fakultt fr Bau- und UmweltingenieurwissenschaftenRuhr-Universitt Bochum

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    : Master Course Computational Engineering

    2001 2003.

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    3

    3. Faculty of Technical and Environmental Sciences, University ofOkayama

    ,

    4. :

    Influence of

    characteristics of near-source earthquakes on reinforced

    concrete structure Master

    Course Computational Engineering

    : Prof. Dr -Ing N.Cohuw ( )

    2003

    2003.

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    4. School of Civil and Resource EngineeringFaculty of Engineering, Computing and Mathematics

    University of Western Australia

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    4. :

    Influence of

    characteristics of near-source earthquakes on reinforced

    concrete structure Master

    Course Computational Engineering

    : Prof. Dr -Ing N.Cohuw ( )

    : Prof.

    Hao Hong, PhD

    2003

    2003.

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    5. Centre of Excellence in Masonry (CEMA)Dresden University of Technology

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    : Retrofitting of Masonry Structures

    and Earthquake Resistant Design

    1. 12. 2003

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    4II.5

    : : :

    : (Ruhr-Universitt Bochum)

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    characteristics on RC structures ( 1. 2003)

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    5 22: . . , , , , 1 Beevi M, Kukaras D, (2011),

    Analysis of Structural Changes in Cold Formed Steel Profiles Occurred as aTechnology,Journal of Materials in Civil Engineeringdoi:10.1061/(ASCE) MT. 1943-533.0000311(Submitted 24 December 2010:accepted 10 March 2011); September 2011/1365-1375.

    (ISSN: 0899-1561)

    22

    23: . . , , , , 1 Grkovi S, Kukaras D,Santra P, Aladi V, Baji . (2013),

    Reliability, condititon diagnostics and reconstruction of the extremely damaged building,Technical Gazette, Vol. 21, No. 6, Slavonski Brod 2014.(ISSN 1330-3651), ( )

    23

    24: . . , , , , 1 Beevi M, Kukaras D.(2011),

    "Experimental-Theoretical Stady Of xiallyCompressed Cold Formed Steel Profiles",FACTA UNIVERSITATIS , Series: Architecture and Civil Enginering, Vol.9, No3,2011, pp. 367- 378,DOI:10.2298/FUACE1103367B .(ISSN: 0354-4605)

    24

    25-28( ; ; . ; )

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    31-36 ( ). , , , ,

    1 Lj. Vlajic, M. Besevic, A. Landovic, D. Kukaras, (2011), "Experimental analysis ofreinforced concrete columns strengthened with steel tubes", The 5th PSU-UNSInternational Conference on Engineering and Technology (ICET-2011), May 2nd 3rd ,2011 at Merlin Beach Resort Hotel, Phuket, Thailand

    34

    2 A. Tesanovic, M. Besevic, D. Kukaras, A. Landovic , (2011), "Influence of transversalslab bending on the composite action with steel girder", The 5th PSU-UNS InternationalConference on Engineering and Technology (ICET-2011), May 2nd 3rd , 2011 at MerlinBeach Resort Hotel, Phuket, Thailand

    34

    3 Lj. Vlajic, A. Landovic, M. Besevic, D. Kukaras, (2012), "Experimental and theoreticalanalysis of ultimate load capacity for strengthened RC columns and short steel columns",IMEKO TC15 - Experimental Mechanics - Proceedings, 11th Youth Symposium onExperimental Solid Mechanics, Brasov, ROMANIA, 2012, May 30-June 2, pages 106-111

    33

    4 D. Kukaras, S. Grkovi, Experimental analysis and numerical verification of prestressedbeam behavior within a real structure, Planning, design, construction and renewal in the

    construction industry - 11. national and 5. International scientific meeting INDIS 2009,Novi Sad, November 25-27, 2009, pp. Strane 297-304.

    33

    5 D. Kukaras, S. Grkovi, Behavior of prefabricated and prestressed girder under theeffects of trial loads after structural repairs, Proceedings of III. International Conferenceon Prefabricated reinforced-concrete structure on the territory of Central and EasternEurope, Subotica, 8-9. Oktobar 2009, pp. 138-149

    33

    6 Aladi V., Kukaras D., Grkovi S., "Synagogue in Subotica Proposal for Restorationand Conservation", 5th International Congress on: Science and technology for theSafeguard of Cultural Heritage in the Mediterranean Basin, Istanbul, 22 25 November2011. pp. 80.

    34

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    6

    7 Grkovi S., Kukaras D., Aladi V., Condition diagnostics, reconstruction and restorationof the Big Terrace on the lake Pali, 5th International Congress on: Science andtechnology for the Safeguard of Cultural Heritage in the Mediterranean Basin, Istanbul,22 25 November 2011, pp. 94.

    34

    8 D. Milainovi, D. Gole, A. Borkovi, D. Kukaras, A. Landovi, . ivanov, P. Raki:Rheological-Dynamical Limit Analysis of Reinforced Concrete Folded Plate Structures

    using the Harmonic Coupled Finite-Strip Method, Proceedings of the EleventhInternational Conference on Computational Structures Technology, Dubrovnik, Croatia, 4-7 September 2012., B.H.V. Topping (Editor), Civil-Comp Press, Stirlingshire, UnitedKingdom, paper 158.

    33

    41-49( , , ; , )

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    ", " - : , , , - - , 2011, 85-104ISBN 978-86-7892-255-8

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    7 55-56 () ( ).

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    ", , 9-11. 2011, , . 209-214.

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    71-72 ( ). , 1 Influence of near-source earthquake characteristics on RC structures, 2003 712 -

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    8III.2 ( )

    11 12 13 14 15 16 17 18 21 22 23 24 25 26

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    III.2 (10-18,21-24,51-54)

    1. ., . (2007), " ", 2008, , , 2008., . 274-303, 53

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    3. , ., , .71-77, , 2004. 53

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    5. , ., , ., -, , 1999., 69-75, M53

    6. Kukaras, D., Gajin, S., Chouw, N., (2004), The significance of numerical simulation inrepairing processes of a large vertical cooling water pump, International Symposium onNumerical Simulation of Environmental Problems, Faculty of Environmental Science andTechnology, Okayama University, 2004. M31

    7. urevi M., Kukaras D., Landovi A., (2007), "Specific problems of long continuous beamprestressed bridge roller bearings field findings and numerical simulations", 6th InternationalConference on Bridges Across the Danube, Budapest, Hungary 2007. M33

    8. Kukaras, D., Chouw, N., (2003), The effects of the near-source earthquakes on the response ofthe RC-structures, The effects of the near-source earthquakes on the response of the RC-

    39

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    9structures, The 5th International Summer Symposium, Japan Society of Civil Engineers, Tokyo,Japan, 2003., pages 101-104, M33

    9. Kukaras, D., Chouw, N., RC frame response to the strong Northridge near-source groundexcitations, 9. 3. , , , 2003., 219-226, 33

    10.Kukaras, D., Chouw, N., Study of the effects of near source earthquakes on the momentresisting frame, International Conference in Earthquake Engineering Skopje Earthquake-40years of European Earthquake Engineering,Skopje/Ohrid,Republic of Macedonia,2003. 33

    11.. , . , . , "DimPres4": , 25. 11. 2002. . . 85

    12.Mihailovi, V., Kukaras, D., Application of the Composite structures in a modern building,Budapesti Muszaki Egyetem Simpozium - Management 2000 (Building practice and buildingmanagement 2000, Symposium, Budapest 2000. M33

    13.. , . , "SCOM5": , 15. 01. 2000. . , 85

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    III.3

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    2. DAADGerman Academic ExchangeService ,

    3. Retrofitting ofMasonry Structures and Earthquake Resistant Design, Centre of Excellence

    in Masonry (CEMA), Dresden University of Technology, Germany,

    December 2003. DAADGerman Academic Exchange Service

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    , , III. International Conference on Prefabricated reinforced-concrete structure on the territory of Central and EasternEurope, : PLAN31 Ser d.o.o. Subotica i - , (Magyar Betonelemgyrt Szvetsg MABESZ), Technical University of Cluc-Napoca,Faculty of Civil Engineering

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    24000 , 2, www.gf.uns.ac.rs, [email protected]

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