Listado de Papers

8/13/2019 Listado de Papers

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AREA CODIGO AUTORES AO TIPO

Materiales UCG-MAT-00001 ACI Committee 304 1997

Materiales UCG-MAT-00002 Oreta A. and Kawashima K. 2003 paper


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TITULO

Guide for the Use of Preplaced Aggregate Concrete forStructural and Mass Concrete Applications

Neural Network Modeling of Confined CompressiveStrength and Strain of Circular Concrete Columns


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REFERENCIA COMPLETA

ACI Committee 304. "Guide for the Use of Preplaced Aggregate Concrete for Structuraland Mass Concrete Applications". 1997

Oreta A. and Kawashima K. "Neural Network Modeling of Confined Compressive Strengthand Strain of Circular Concrete Columns". JOURNAL OF STRUCTURAL ENGINEERING ASCE. 2003


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PALABRAS CLAVE CALIFICACION COMENTARIO

3


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INGRESADO POR

Vinicio Suarez

Vinicio Suarez


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Geotecnia UCG-GEO-00001 Newson T. et alResearch

paper

Geotecnia UCG-GEO-00002 Hufenus R. et al 2005 Paper

Geotecnia UCG-GEO-00003 Christopher B. and Fischer G. 1992 paper

Geotecnia UCG-GEO-00004 Jeremic B. and Yang Z. 2002 paper

Geotecnia UCG-GEO-00005 PECKER A. 2005 paper

Geotecnia UCG-GEO-00006 Zornberg J. et al 1998 paper

Geotecnia UCG-GEO-00007 Roessig L. and Sitar N. 2006 paper


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TITULO

The use of small centrifuges for geotechnical education

Full - scale filed tests on geosynthetic reinforcedunpaved roads on soft subgrade

Geotextile Filtration Principles, Practices and Problems

Template elasticplastic computations in geomechanics

MAXIMUM GROUND SURFACE MOTION INPROBABILISTIC SEISMIC HAZARD ANALYSES

PERFORMANCE OF GEOSYNTHETIC REINFORCED

SLOPES AT FAILURECentrifuge Model Studies of the Seismic Response ofReinforced Soil Slopes


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REFERENCIA COMPLETA

Newson T., Bransby M. and Kainourgiaki G. "The use of small centrifuges for geotechnicaleducation" .Department of Civil Engineering, University of Dundee, Dundee, Scotland, United

Kingdom.Hufenus R., Rueegger R., Banjac R., Mayor P., Springman S., Bronnimann R. "Full - scalefiled tests on geosynthetic reinforced unpaved roads on soft subgrade". Geotextiles andGeomenbranes 24 (2006)Christopher B., Fischer G. "Geotextile Filtration Principles, Practices and Problems".Geotextiles and Geomembranes 11. 1992Jeremic B. and Yang Z."Template elasticplastic computations in geomechanics".INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS INGEOMECHANICS. 2002

PECKER A. "MAXIMUM GROUND SURFACE MOTION IN PROBABILISTIC SEISMICHAZARD ANALYSES". Journal of Earthquake Engineering Vol. 9, Special Issue 1. 2005

Zornberg J., Sitar N., Mitchell J. "PERFORMANCE OF GEOSYNTHETIC REINFORCED

SLOPES AT FAILURE". JOURNAL AND GEOENVIRONMENTAL ENGINEERING. 1998Nova L. and Sitar N. "Centrifuge Model Studies of the Seismic Response of ReinforcedSoil Slopes". JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING ASCE. 2006


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centrfuge 3Construccion de una pequenacentrituga con fines academicos

Unpaved roads, Geosytetics 4Se demuestra el uso degeosinteticos como refuerzo en vias

Geotextile, fillters 4

elasto-plastic geomechanics; template constitutivedriver; object oriented design

4

Maximum ground acceleration; soil strength; wavepropagation; inhomogeneous soil deposit

3

3

3


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INGRESADO POR

Vinicio Suarez

Vinicio Suarez

Vinicio Suarez

Vinicio Suarez

Vinicio Suarez

Vinicio Suarez

Vinicio Suarez


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ELIMINADOS GEOTECNIA MATERIALES

UCG-ES-00010 UCG-ES-00025 UCG-ES-00121UCG-ES-00045 UCG-ES-00036 UCG-ES-00130

UCG-ES-00071 UCG-ES-00070UCG-ES-00086 UCG-ES-00077UCG-ES-00089 UCG-ES-00090

UCG-ES-00102UCG-ES-00103


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REA CDIGO AUTORES AO TIPO T

Estructuras UCG-ES-00001 Mokwa R. and Duncan J. 2003 Paper Rotational Restraint of Pile

Estructuras UCG-ES-00002 Hutchinson T. et al 2004 Paper Inelastic Seismic ResponsSupported Bridge Structure

Estructuras UCG-ES-00003 Badoni D. and Makris N. 1996 Paper Nonlinear' response of singand seismic loads

Estructuras UCG-ES-00004 Hutchinson T. et al 2004 Paper Estimating Inelastic DisplaPile-Shaft-Supported Bridg

Estructuras UCG-ES-00005 Bayrak O. and Sheikh S. 2001 Paper PLASTIC HINGE ANALYS

Estructuras UCG-ES-00006 Priestley M. 2003 ConferenceDoes capacity design do thhigher mode effects in can

Estructuras UCG-ES-00007 Browning J. 2001 Paper PROPORTIONING OF EABUILDING STRUCTURES

Estructuras UCG-ES-00008 Boulanger R. et al 1999 Paper SEISMIC SOIL-PILE-STREXPERIMENTS AND ANA

Estructuras UCG-ES-00009 Collins M. 1998 DiscussionPROCEDURES FOR CALRESPONSEOF REINFORA DISCUSSION

UCG-ES-00010 Boris Jeremic 2005 Geomechanics Elements a

Estructuras UCG-ES-00011 Rauf A. et al 2006 ManualAASHTO LFDand LRFD AReinforced Concrete BridgFoundations

Estructuras UCG-ES-00012 Bentz E. and Collins M. 2004 ManualResponse-2000 / Load-DeReinforced Concrete Secti

Estructuras UCG-ES-00013 Hernandez J. and Lopez O. 2002 Paper Response to three-compondirection

Estructuras UCG-ES-00014 Bentz E. 2001 ManualMembrane-2000 Respons/MANUAL

Estructuras UCG-ES-00015 Pettinga J. 2005 thesisDynamic Behaviour of ReiDesigned with Direct Displ

Estructuras UCG-ES-00016 MEGALLY S. et al 2002Research

reportSEISMIC RESPONSE OFIN BRIDGE ABUTMENTS


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Estructuras UCG-ES-00030Asociacin Colombiana de IngenieraSsmica

NormasNormas Colombianas de DResistente / Ttulo E / Casa

Estructuras UCG-ES-00031 Blandon C. 2004 thesisEQUIVALENT VISCOUS DDISPLACEMENT BASED

Estructuras UCG-ES-00032 LOPEZ O. and TORRES R. 1997 paper THE CRITICAL ANGLE OTHE MAXIMUM STRUCTU

Estructuras UCG-ES-00033 Montejo Luis 2004 Paper GENERATION AND ANALCOMPATIBLE EARTHQUUSING WAVELETS

Estructuras UCG-ES-00034 Suarez V. 2005 ThesisImplementation of Direct DPile and Drilled Shaft Bent

Estructuras UCG-ES-00035 Kowalsky M. et al 2001 Paper RC STRUCTURAL WALLTO UBC AND DISPLACE

UCG-ES-00036 Berry M. and Eberhard M.Performance Modeling StrStrategies for Modern ReinColumns

Estructuras UCG-ES-00037 Das S. 2000 thesisSEISMIC DESIGN OF VEREINFORCED CONCRET

Estructuras UCG-ES-00038 SUAREZ V. and KOWALSKY M. 2006 paper

DISEO SSMICO DE PIL

BARRENADOS INCLUYESUELO- ESTRUCTURA

Estructuras UCG-ES-00039 PRIESTLEY M. and GRANT D. 2004 Paper VISCOUS DAMPING IN SANALYSIS

Estructuras UCG-ES-00040 WILSON D. 1998 ThesisSOIL-PILE-SUPERSTRUCLIQUEFYING SAND AND

Estructuras UCG-ES-00041 Chen G. 2004 PresentacionGeotechnical and Bridge DSeismic Zone Experience

Estructuras UCG-ES-00042 Aschheim M and Black E. 2000 Paper Yield Point Spectra for Sei

Estructuras UCG-ES-00043 Aschheim M 2002 Paper Seismic Design Based on

Estructuras UCG-ES-00044 Park H. and Eom T. 2005 Paper Direct Inelastic EarthquakeStiffness

UCG-ES-00045 Zhu P. et al 2002Modelling three-dimensionperformance of elevated bpounding of girders

Estructuras UCG-ES-00046 Arroba L. 2004 thesisDISEO SSMICO BASADEDIFICIOS DE HORMIG

Estructuras UCG-ES-00047 PINHO R. et al 2005 Presentacion A Displacement-based Adaof buildings and bridges

THE CURRENT LIMITATI


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Estructuras UCG-ES-00060 Xue Q.Research

paper

Assessing the Accuracy ofDisplacement-Based SeismDesign of Inelastic Structu

Estructuras UCG-ES-00061 Taucer F. et al 1991Research

report

A FIBER BEAM - COLUMRESPONSE ANALYSIS OSTRUCTURES

Estructuras UCG-ES-00062 Yazdani N. et al 2000 Paper EFFECT OF BEARING PA

PRESTRESSED CONCREEstructuras UCG-ES-00063 Elwood K. and Eberhard M. 2006

Researchreport

Effective Stiffness of Reinf

Estructuras UCG-ES-00064 Crespo J., Wendichansky D.Research

report

EFECTO DE LA INTERACLINEAL Y NOLINEAL EN FUNDACIONES DE PUEN

Estructuras UCG-ES-00065 Dwairi H. 2004 thesisEQUIVALENT DAMPING DISPLACEMENT - BASEDAPPLICATIONS TO MULT

Estructuras UCG-ES-00066 Kurama Y. and Farrow K. 2003 paper Ground motion scaling meconditions and structure ch

Estructuras UCG-ES-00067 ROBALINO P. 2006 thesisSHEAR PERFORMANCELIGHTWEIGHT CONCRE

SEISMIC REGIONS

Estructuras UCG-ES-00068 Lopez O. et al 2001 paper Evaluation of combination calculation in multicompon

Estructuras UCG-ES-00069 Kunnath S. and Kalkan E. 2004 paper EVALUATION OF SEISMIUSING NONLINEAR PROSTEEL AND CONCRETE

UCG-ES-00070 G. FALSONE AND G. MUSCOLINO 1999CROSS-CORRELATION CCOMBINATION RULES FDAMPED SYSTEMS

UCG-ES-00071 Chopra A. and Goel R. 1999CAPACITY - DEMAND - DESTIMATING SEISMIC D

STRUCTURES SDF SYST

Estructuras UCG-ES-00072 Alfawakhiri F. and Bruneau M. 2000 Paper Flexibility of superstructureanalysis of simple bridges

Estructuras UCG-ES-00073 Chai Y. 2002 paper Flexural Strength and DucAnalytical Model

Estructuras UCG-ES-00074 Chai Y. and Hutchinson T. 2002 paper Flexural Strength and DucExperimental Study

Estructuras UCG-ES-00075 Tantala M. and Deodatis g. 2002 paper DEVELOPMENT OF SEISFOR TALL BUILDINGS

Estructuras UCG-ES-00076 Kunnath S. and Chai Y. 2004 Paper Cumulative damage-basedspectrum

UCG-ES-00077 Farrow K. and Kurama Y.CAPACITY-DEMAND INDPERFORMANCE-BASED


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Estructuras UCG-ES-00088 KING D. 1986 thesisCOMPUTER PROGRAMADESIGN

UCG-ES-00089 Chopra A. and Goel R. 2001Direct Displacement -BaseElastic design Spectra

UCG-ES-00090 Priestley M. 1997 Myths and Fallacies in Ear

UCG-ES-00091 Oreta A. and Kawashima K. 2004

Neural Network Modeling o

Strength and Strain of Circ

Estructuras UCG-ES-00092 Miranda E. and Garcia J. 2002 PAPEREvaluation of approximate inelastic displacement dem

Estructuras UCG-ES-00093 MOYER M. and KOWALSKY M. 2001 thesisINFLUENCE OF TENSIONREINFORCEMENT IN RC

Estructuras UCG-ES-00094 Marante M. and Florez J. 2002 paper Model of damage for RC ebending

Estructuras UCG-ES-00095 Suarez L. and Montejo L. 2005 paper Generation of artificial earttransform

Estructuras UCG-ES-00096 Filippou F. et al 1992research

reportNONLINEAR STATIC ANDREINFORCED CONCRET

Estructuras UCG-ES-00097 Naggar M. and & Novak M. 1996 paper Nonlinear analysis for dyna

Estructuras UCG-ES-00098MINISTERIO DE VIVIENDA,CONSTRUCCION Y SANEAMIENTO

2003 NormasNORMA TCNICA DE EDSISMORESISTENTE

Estructuras UCG-ES-00099 Pristley M. and kowalsky M. 2000 PAPERDIRECT DISPLACEMENTOF CONCRETE BUILDIN

Estructuras UCG-ES-00100 Zavoni E. and Barrionuevo R. 2004 paper Response to orthogonal coand assessment of percen

Estructuras UCG-ES-00101 Vamvatsikos D. and Cornell C. paper THE INCREMENTAL DYNAPPLICATION TO PERFOEARTHQUAKE ENGINEE

UCG-ES-00102 COMARTIN C.APPLICATION OF PERFOENGINEERING TO RISK

UCG-ES-00103 Falsone G. and Muscolino G. 2004New real - value modal comclassically damped structu

Estructuras UCG-ES-00104 Harries K. et al 2004 paper Parametric Study of Couplfor the Design of Coupling

Estructuras UCG-ES-00105 Ozcebe G. et alPreliminary Seismic VulneReinforced Concrete BuildModel Based on Structura

Estructuras UCG-ES-00106 Fajfar P. and Krawinkler H. 2004 Conference Performance - Based SeisImplementation

Performance Models for Fl


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UCG-ES-00121 Wong D. and Martinez J. 2003COMPARACION DE LAS PARA PUENTES CONTINMETODO DE ANALISIS

Estructuras UCG-ES-00122 ACI Committee 341 1997 Normas Seismic Analysis and Desi

Estructuras UCG-ES-00123 Moyer M., Kowalsky M. 2003 PAPERINFLUENCE OF TENSIONREINFORCEMENT IN RC

Estructuras UCG-ES-00124 Kowalsky M. and Nigel M. 2000 PAPER

Improved Analytical Model

Reinforced Concrete Colum

Estructuras UCG-ES-00125 Bommer J.and Pinho R. 2006 paper Adapting earthquake actioperformance-based seismi

Estructuras UCG-ES-00126 Papanikolaou V., Elnashai A., Pareja J. 2005research

reportLimits of Applicability of CoPushover Analysis for Seis

Estructuras UCG-ES-00127Moehle J.,Stojadinovic B., Der A., YangT.

2005research

reportAn Application of PEER PeEngineering Methodology

Estructuras UCG-ES-00128 Sakai j., Mahin S. 2004research

report

Analytical Investigations ofResidual Displacements ofColumns

Estructuras UCG-ES-00129 Marante M., Florez J. 2003 paper Three-dimensional analysibased on lumped damage

UCG-ES-00130 Yu-Yuan Lin et al 2004Comparison of displacemecapacity spectrum methodRC columns

Estructuras UCG-ES-00131 Ashford S. and Juirnarongrit T. 2003 PAPEREvaluation of Pile DiameteSubgrade Reaction

Estructuras UCG-ES-00132 Y. Chen 1997 paper ASSESSMENT ON PILE ETHEIR EFFECTS ON DES

Estructuras UCG-ES-00133 American Society of Civil Engineers ASCE Authors Guide

Estructuras UCG-ES-00134 Suarez V. 2006 conferenceproceding Amortiguamiento Viscoso Pilotes de Hormign Arma

Estructuras UCG-ES-00135 RIDDELL R. AND SANTA H. 1999INELASTIC RESPONSE OASYMMETRICPLAN SYSDIRECTIONAL EARTHQU

Estructuras UCG-ES-00136 BOMMER J.Research

report

EARTHQUAKE ACTIONSCURRENT APPROACHESPBSD?

UCG-ES-00137 Lopez O et al 2002Evaluation of combination calculation in multicompon

UCG-ES-00138 Chang J. and Robertson I. 2003Computer Modeling of the Bridge

UCG-ES-00139BUILDING SEISMIC SAFETY

COUNCIL1997

NEHRP GUIDELINES FO

REHABILITATION OF BU

UCG-ES-00140 ANASTASSIADIS K. et al 2002 CRITICAL COMMENTS O


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UCG-ES-00154 Computers and Structures, Inc. 2000 SAP2000 CONCRETE DE

UCG-ES-00155 Computers and Structures, Inc. 2000 SAP2000 STEEL DESIGN

UCG-ES-00156 Computers and Structures, Inc. 2004CSI Analysis Reference Mand SAFE

UCG-ES-00157 Computers and Structures, Inc. 2002 ETABS STEEL FRAME D

UCG-ES-00158 Mazzoni S. et al 2005 OpenSees Command LangUCG-ES-00159 Jeremic B. 2005

OpenSees UCD ComputatCommand Manual

UCG-ES-00160 Direction of the AIP Publication Board 1990 AIP STYLE MANUAL

UCG-ES-00161 Miranda E.SITE - DEPENDENT STRFACTORS

UCG-ES-00162 Bridge Software Institute 2005FB-MULTIPIER / Step-By-Problems

UCG-ES-00163 Bridge Software Institute 2004 FB-MULTIPIER / Step-By-

UCG-ES-00164 Jeremic B. 2004 OpenSees User Workshop

UCG-ES-00165 CALTRANS 1995 Seismic Analysis of Bridge

UCG-ES-00166 CALTRANS 1999 SEISMIC DESIGN METHO

UCG-ES-00167 CALTRANS 1999SEISMIC DESIGN METHOSEISMIC RELATED MEM

UCG-ES-00168 CALTRANS 2001SEISMIC STRENGTH OFSIUPERESTRUCUTRES

UCG-ES-00169 CALTRANS 2004 SEISMIC DESIGN CRITEUCG-ES-00170 Wai-Fah Chen et al 2000 Bridge Engineering Handb

UCG-ES-00171 Mander J.et alTHEORETICAL STRESS CONFINED CONCRETE

UCG-ES-00172 1996 DISEO SISMICO DE ED

UCG-ES-00173CHARACTERIZATION OFAND GROUND SHAKING

UCG-ES-00174COMPONENT DESIGN ACONSIDERATIONS

UCG-ES-00175 STRUCTURAL CRITERIA

UCG-ES-00176DYNAMIC ANALYSIS / FoFundamental InThe Dynamic Analysis Of

UCG-ES-00177

DYNAMIC ANALYSIS US/ The Mode Shapes Used TEquilibrium Equations NeeVibration Mode Shapes

UCG-ES-00178

DYNAMIC ANALYSIS USISEISMIC LOADING / PriorInexpensive Personal ComThe Response Spectrum MApproach For Linear Seism

UCG-ES-00179

SEISMIC ANALYSIS MODBUILDING CODES / The CTerminology Principal Dire


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UCG-ES-00193 FEMA Detailed Procedures for Pe

UCG-ES-00194 Carballo J. and Cornell C. 2000PROBABILISTIC SEISMICSPECTRUM MATCHING A

UCG-ES-00195 FEMA 1999 EARTHQUAKE LOSS EST

UCG-ES-00196 Lermo J y Ishizawa O 2005ESTIMACION DE LA PELDE UNO DE LOS SISTEMGRABEN DE ACAMBAY,

UCG-ES-00197 Monroy M. et al 2005 ESPECTROS DE PELIGR

UCG-ES-00198 S.A. Seplveda 2005RECONOCIMIENTO DE EAMPLIFICACION TOPOGDESLIZAMIENTOS EN LA

UCG-ES-00199 W.R. Stephenson 2005NUMERICAL STUDIES LEMICROTREMOR RECOR

UCG-ES-00200 Astroza M. et al 2005 ESTUDIO COMPARATIVOSISMOS CHILENOS DE SINTRAPLACA DE PROFU

UCG-ES-00201 Casas E. et al 2005ESTUDIO DEL TERREMO1958 MEDIANTE CARACTDESLIZAMIENTOS COSS

UCG-ES-00202 Ruiz S. y Saragoni 2005

FORMULAS DE ATENUASUBDUCCIN DE CHILEMECANISMOS DE SISMODEL SUELO

UCG-ES-00203 Ruiz S. and Saragoni 2005

ESTUDIO COMPARATIVOSUBDUCCIN CHILENOSDE SUBDUCCION DEL N

AMERICA

UCG-ES-00204 Verdugo R. et al 2005USO DE LA RAZON ESPEPARA LA CARACTERIZASANTIAGO

UCG-ES-00205 Frau y Saragoni 2005DEMANDA SSMICA DE FSITUACIN DEL OESTE

UCG-ES-00206 Silva et al 2005RELACIN ENTRE ACELINTENSIDAD SSMICA PAPROVINCIA DE MENDOZ

UCG-ES-00207 Valenzuela et al 2005 TENSOR POTENCIAL DE

UCG-ES-00208 Toledo et al 2005CLCULO DE MOVIMIENDE ELEMENTOS ESPECT


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UCG-ES-00217 Hidalgo P. et al 2005RESPUESTA SSMICA INESTRUCTURADOS CON ARMADO

UCG-ES-00218 Gent K. et al 2005CALIBRACIN DEL NDICG.N.D.T. A LAS EDIFICACESTRUCTURAS DE ALBA

UCG-ES-00219 Palencia et al 2005 EVALUACIN DE LA VULUN EDIFICIO EDUCACIO

UCG-ES-00220 Roldn W. et al 2005DETERMINACIN DE LADE CIUDADES. METODODE CHILE

UCG-ES-00221 Blondet M. et al 2005ESTIMACIN DEL RIESGINFORMALES DE ALBA

UCG-ES-00222 Legrand D. et al 2005EL SISMO DE AROMA-CHDE 2001

UCG-ES-00223 Blondet M. et al 2005ESTIMACIN DE PRDIDEDIFICACIONES EDUCA

UCG-ES-00224 Pealoza et al 2005 NUMERICAL SIMULATIO

UCG-ES-00225 Fernandez - Davila y Cruz E. 2005GENERACION DE SISMODE UNA CARACTERIZACREGISTROS DE UN SISM

UCG-ES-00226 Ortega F. et al 2005REANALISIS DEL TERRE(MW = 8.1) DEL 30 DE JUDATOS INSAR

UCG-ES-00227 Gonzalez L. and Abdoun T. 2005CENTRIFUGE MODELINGREINFORCEMENT EFFESPREADING

UCG-ES-00228 Rodriguez J. 2005COMPORTAMIENTO DINBLANDOS DE BOGOTA

UCG-ES-00229 Kort I. y Magaa L. 2005ENTIBACION Y SOCALZAMUY PROFUNDAS EN ELSANTIAGO

UCG-ES-00230 Vallejos J. y Verdugo R. 2005LEY HIPOPLSTICA MODCOMPORTAMIENTO MOGRANULARES (II)

UCG-ES-00231 Rivera A. et al 2005COMPARACIN DE PROSSMICO NO LINEAL DE HORMIGN ARMADO


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UCG-ES-00240 Verdugo A. y Lizana J. 2005EVALUACION DEL EFECEDIFICIOS

UCG-ES-00241 Verdugo A. y Rodrguez P. 2005METODOLOGIA DE DISEENTERRADAS

UCG-ES-00242 Bartolom A. et al 2005CONTROL DE LA FALLA PLACAS DE CONCRETO

ELECTROSOLDADAS

UCG-ES-00243 Vergara C. y Bonelli P. 2005MUROS MECEDORES CODISEO SSMICO

UCG-ES-00244 Music R. et al 2005 CONSOLAS CORTAS DE

UCG-ES-00245 Rubinstein M. et al 2005ASPECTOS ACTUALES DSISTEMAS ESTRUCTURASU VERIFICACION INELA

UCG-ES-00246 Yez F. y Fuentes C. 2005EVALUACIN DE LA NUEESTANQUES SEMIENTE

ARMADO

UCG-ES-00247 Aguirre C. 2005DISEO SSMICO DE MAEN DESEMPEO MEDIASIMPLIFICADOS

UCG-ES-00248 Rodrguez M. y Padilla D. 2005EFECTO DE LA HISTORIEN LA CAPACIDAD DE DCOLUMNAS DE CONCRE

UCG-ES-00249 vila J. y Martnez E. 2005

DIFERENCIAS EN LA REINELSTICA DE EDIFICIOY CON MUROS DISEADREGLAMENTOS

UCG-ES-00250 Morelli G. et al 2005

DISEO POR DESEMPE

VOLADIZO

UCG-ES-00251 Gmez C. et al 2005ESTUDIO DE LA VARIABMECNICAS Y DIMENSIODE ESTRUCTURAS AISL

UCG-ES-00252 Tena A. y Escamilla J. 2005

AMPLIFICACIN DINMIDESPLAZAMIENTOS DE ELASTOMRICOS ASOCINDUCIDA POR LA ASIMLATERALES DE LA SUPE

UCG-ES-00253 Tornello M. y Sarrazin M. 2005RESPUESTA ESTRUCTUAISLAMIENTO SSMICO

FUENTE CERCANA

UCG-ES-00254 J.C. de la Llera et al 2005CONTROL DE ESTRUCTMEDIANTE AISLAMIENTO


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UCG-ES-00264 Brull J. et al 2005CONSTRUCCIN Y ENSADE UN MODELO A ESCASISMICOS

UCG-ES-00265 Boroschek R. et al 2005DETERMINACIN EXPERMODALES DEL PUERTO

UCG-ES-00266 Castillo A. and Boroschek R. 2005USO DEL MTODO DE FPARAMETRICA Y SSI PAPROPIEDADES MODALE

UCG-ES-00267 Herrera R. et al 2005PSEUDO-DYNAMIC TESTCOMPOSITE MRF UNDECONDITIONS

UCG-ES-00268 Astroza M. y Ogaz O. 2005ENSAYE DE MUROS DE DE LADRILLO CERAMICO

UCG-ES-00269 Escandar A., Moroni M y Sarrazin M. 2005PROPIEDADES MECANICAMORTIGUAMIENTO EN

TEMPERATURA

UCG-ES-00270 Fernndez C. 2005CONCRETOS DE ULTRATECNOLOGIA Y APLICAC

UCG-ES-00271 Campbell J. et al 2005ENSAYOS DE MUROS DEDAADOS Y REPARADOHORIZONTAL DINMICA

UCG-ES-00272 QUIUN D. et al 2005REFORZAMIENTO ESTRALBAILERA DE BLOQUCONCRETO

UCG-ES-00273 QUIUN D. et al 2005REFORZAMIENTO SISMIY EDUCATIVOS AFECTA

DE JUNIO 2001 EN EL SU

UCG-ES-00274 Cominetti S. et al 2005EVALUACIN TCNICO-REFORZAMIENTO SSMILEONARDO GUZMN DE

UCG-ES-00275 Maldonado N. et al 2005VIDA TIL, PATOLOGA YVIVIENDAS DE INTERS RIESGO SSMICO

UCG-ES-00276 Marn J. y Ruiz D. 2005REHABILITACIN DE UNREFORZADO MEDIANTEPASIVOS METLICOS

UCG-ES-00277 Ruiz D. et al 2005 REFUERZO SSMICO PAESTRUCTURAL CON MACON MALLA ELECTROSO


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UCG-ES-00290 Baker J. and Cornell C. 2006 Spectral shape, epsilon an

UCG-ES-00291 Baker J. and Cornell C. 2006Correlation of Response SMulticomponent Ground M

UCG-ES-00292 Gabr M. et al 1997BUCKLING OF PILES WITDISTRIBUTION OF LATE

UCG-ES-00293 Iervolinoa I. and Cornell C. 2005 Record Selection for NonliStructures

UCG-ES-00294 Han Y. and Sabin G. 1995IMPEDANCES FOR RADVISCOELASTIC

UCG-ES-00295 Nuti C. and Vanzi I. 2005Infuence of earthquake spdisplacements and SDF sy

UCG-ES-00296 BRANSBY M. 1999SELECTION OF p-y CURVSINGLE LATERALLY LOA

UCG-ES-00297 Briaud J. 1997SALLOP: SIMPLE APPROON PILES

UCG-ES-00298 Kausel E. and Assimaki D. 2002Seismic Simulation of InelaDependent Moduli and Da

UCG-ES-00299 Sarrazin M. et al RESPUESTA SSMICA DEAPOYOS AISLANTES

UCG-ES-00300 Boroschek R. et al 2003Dynamic characteristics of bridge

UCG-ES-00301 Hoshikuma J. et alFLEXURAL DUCTILITY OCOLUMNS SUBJECTED T

UCG-ES-00302 Tajirian F. et al 1990ELASTOMERIC BEARINGDIMENSIONAL SEISMIC

UCG-ES-00303 Aiken I. et al 1992Experimental studies of meseismic isloation bearings

UCG-ES-00304 Aiken I. et al 1993 DESIGN AND ULTIMATE OF A 1/2.5 SCALE BASE-CONCRETE BUILDING

UCG-ES-00305Ministerio de Desarrollo urbano yvivienda

2001 Codigo EDIFICACIONES SISMOR

UCG-ES-00306 Coll M., Lpez R. y Saiidi M.PATRONES DE ARTICULPRTICOS DE HORMIGMEDIANA ALTURA SUJE

UCG-ES-00307 White D., Hajjar J. 1997Design of steel frames withlength

UCG-ES-00308 Chai Y. 2002Flexural Strength and DucAnalytical Model

UCG-ES-00309 Imbsen R. 2006Recommended LRFD Guiof Highway Bridges

UCG ES 00310Doudoumis I., Gravalas F., Doudoumis

2005ANALYTICAL MODELINGRUBBER BEARINGS WIT


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UCG-ES-00322 Budek A. et al 2000INELASTIC SEISMIC RESDRILLED-SHAFT RC PILE

UCG-ES-00323 Yazdani N. et al 2000EFFECT OF BEARING PAPRESTRESSED CONCRE

UCG-ES-00324 Mokwa R. and Duncan M. 2001EXPERIMENTAL EVALUARESISTANCE OF PILE CA

UCG-ES-00325 Mahadevan Ilankatharan 2004 Seismic Response of DrilleBridge Structure

UCG-ES-00326 Chen S. and Wang W.MOMENT AMPLIFICATIOOF STEEL BEAM-COLUM

UCG-ES-00327 Htwe M. 2005Uncertainty and Soil-StrucSeismic Response EvaluatStructures

UCG-ES-00328 Vamvatsikos D. and Cornell C.

DIRECT ESTIMATION OFCAPACITY OF OSCILLATSTATIC PUSHOVERS THDYNAMIC ANALYSIS

UCG-ES-00329 Vamvatsikos D. and Cornell C.THE INCREMENTAL DYNAPPLICATION TO PERFOEARTHQUAKE ENGINEE

UCG-ES-00330 Martelli A. 2006 MODERN SEISMIC PROTCIVIL AND INDUSTRIAL S

UCG-ES-00331 Heredia E. and Machicao R. 2004Response to orthogonal coand assessment of percen

UCG-ES-00332 Robinson B. et alA POINT OF FIXITY MODBENTS

UCG-ES-00333 Aiken I. 1998TESTING OF SEISMIC ISCONSIDERATIONS AND

UCG-ES-00334 Clark P. et al 1999Design Procedures for BuDamping Devices

UCG-ES-00335 Clark P.et al NEW DESIGN TECHNOL

UCG-ES-00336 Delgado S. et alDAO ESTRUCTURAL ECONCRETO ARMADO DISSMICAS

UCG-ES-00337MINISTERIO DEL DESARROLLOURBANO

TERMINOLOGA DE LAS DE EDIFICACIONES

UCG-ES-00338 Vielma J. et al 2006FACTORES DE REDUCCESTADO DEL ARTE Y ESENTRE CODIGOS

UCG-ES-00339 OpenSees Community 2006 PEER/NEESit OpenSees U

UCG-ES-00340 McKenna F. 2006 Introduction to Analysis Co

UCG-ES-00341 McKenna F. 2006 Getting Started: An Introdu

UCG-ES-00342 Mazzoni S. 2006 OpenSEES Model-Building


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UCG-ES-00360 Mohle J. and Kunnath S.Uniaxial Material Model forIncorporating Buckling and

UCG-ES-00361 Uriiz P. Modeling Instability of Bea

UCG-ES-00362 Goulet Ch. 2006Practical implementation ain OpenSees

UCG-ES-00363 Jeremic B. 2006Advanced Geotechnical SiFramework

UCG-ES-00364 Lu J. et alA User-Friendly Interface f

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UCG-ES-00366 Jeremic B. et al 2006 Future Perpectives for Ope

UCG-ES-00367 Miranda E. and Aslani H. 2003Probabilistic Response AsLoss Estimation

UCG-ES-00368 Baker J. and Cornell C. 2003Uncertainty Specification aEstimation Using FOSM M

UCG-ES-00369 Graf T. and Malley J. 2004Evaluation and ApplicationAssessment Methodologie

UCG-ES-00370 Anderson J., Bertero V. 2004Seismic Performance of anBuilding

UCG-ES-00371 May P., Koski Ch 2004 Performance-Based Regu

UCG-ES-00372 Makris N. and Chang Sh. 1998Effect of Damping MechanSeismically Isolated Struct

UCG-ES-00373 Chopra A. and Goel R. 1999CAPACITY-DEMAND-DIAESTIMATING SEISMIC DSTRUCTURES: SDF SYS

UCG-ES-00374 Rodrguez A., Bray J. 1999Characterization of Site ReCategories

UCG-ES-00375 May P. et al 1999Adoption and EnforcemenMeasures

UCG-ES-00376 Cofer W. 1999Documentation of StrengthComputer Analysis Method

Reinforced Concrete MemUCG-ES-00377 Stewart J.et al 2005

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UCG-ES-00378 Porter K. 2005A Taxonomy of Building CoBased Earthquake Engine

UCG-ES-00379 Harden Ch. et al 2005Numerical Modeling of the Shallow Foundations

UCG-ES-00380 Ibarra L. and Krawinkler H. 2005Global Collapse of Frame Excitations

UCG-ES-00381 Konstantinidis D. and Makris N. 2005Experimental and AnalyticaResponse of FreestandingEquipment

UCG-ES-00382 Ranf R. et al 2006Damage Accumulation in L

Concrete Bridge Columns

UCG-ES-00383 Krawinkler H. 2005Van Nuys Hotel Building TSeismic Performance Asse


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UCG-ES-00397 Robinson Seismic Ltd Catalogue of Robinson SeiUCG-ES-00398 ENGINEERED SYSTEMS Elastomeric Bearing Pads

UCG-ES-00399 Cornell C. and EstevaON EARTHQUAKE RECONONLINEAR DYNAMIC A

UCG-ES-00400 Martin G. 2005 Retrofit Measures for Bridg

UCG-ES-00401 AASHTO 2006A General Comparasion ofGuidelines

UCG-ES-00402 AASHTO 2006 Arkansas Highway and Tra

UCG-ES-00403 AASHTO 2006 Bridge Design Academy Pr

UCG-ES-00404 AASHTO 2006 Bridge Design Academy Pr

UCG-ES-00405 AASHTO 2003COMPREHENSIVE DESIGPRESTRESSED CONCRESUPERSTRUCTURE BRID

UCG-ES-00406 AASHTO 2006Recommended LRFD Guidof Highway Bridges

UCG-ES-00407 AASHTO 2006 Missouri Trial Design 1

UCG-ES-00408 AASHTO 2006 Missouri Trial Design 2

UCG-ES-00409 AASHTO 2006 Montana Trial Design 2

UCG-ES-00410 AASHTO 2006Recommended LRFD Guidof Highway Bridges

UCG-ES-00411 AASHTO 2006 Seismic Guidelines AppendUCG-ES-00412 AASHTO 2006 T-3 Seismic DesignUCG-ES-00413 AASHTO 2006 Trial Design 1 - I-55 BridgeUCG-ES-00414 AASHTO 2006 Comments on Trial DesignUCG-ES-00415 AASHTO 2006 List and Descriptions of AllUCG-ES-00416 AASHTO 2006 LRFD Implementation - 20UCG-ES-00417 AASHTO 2006 Summary of Comments onUCG-ES-00418 AASHTO 2006 Trial Design 1 - Nevada

UCG-ES-00419 AASHTO 2006 Trial Design 2 - State Rout

UCG-ES-00420 AASHTO 2006 Trial Design 3 - Holmes St

UCG-ES-00421 AASHTO 2006 Trial Design - Jackson Sch

UCG-ES-00422 AASHTO 2006 Trial Design - MO prestres

UCG-ES-00423 AASHTO 2006 Trial Design - MO Steel.

UCG-ES-00424 AASHTO 2006 Trial Design - Washington

UCG-ES-00425 AASHTO 2006 Trial Design - Washington

UCG-ES-00426 AASHTO 2006 Trial Design IL-1UCG-ES-00427 AASHTO 2006 Trial Design IL-2UCG-ES-00428 AASHTO 2006 Trial Design IL-3UCG-ES-00429 AASHTO 2006 Trial Design IL-4

UCG-ES-00430 AASHTO 2006 Trial Design IL-5

UCG-ES-00431 Imbsen R. 2006Trial Designers Comments

September 30, 2006


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UCG-ES-00450 AASHTO 2003 Highway Bridge replaceme

UCG-ES-00451 Rehm K. 2006Long-Term Maintenance oDesign Specifications Fundand Reasons to Continue t

UCG-ES-00452 kulicki J. et al 2005AASHTO-LRFD DESIGN CURVED STEEL I-GIRDE

UCG-ES-00453 2006 Oregons Cracked Bridge P

UCG-ES-00454 Castrodal R. 2006 Structural Lightweight Con

UCG-ES-00455 Ghara H. 2006HURRICANES KATRINA && RITA LOUIISIIANAS RE

UCG-ES-00456 Lwin M.Why the AASHTo Load anSpecifications?

UCG-ES-00457 Lwin M. 2006 AASHTO/FHWA Joint Wa

UCG-ES-00458 National Highway Institute 2003LRFD Design Example for Bridge

UCG-ES-00459 AASHTO 2006 Steel Bridge Barrier

UCG-ES-00460 Nickas W., Ralls M. 2006 2004 Prefabricated Bridges

UCG-ES-00461 SAMPLE CALCULATIONS

UCG-ES-00462 SPREAD FOOTING DESIUCG-ES-00463 PILE FOOTING DESIGNUCG-ES-00464 CAP-BEAM DESIGN

UCG-ES-00465INTERACTION DIAGRAMRECTANGULAR COLUMN

UCG-ES-00466INTERACTION DIAGRAMCOLUMN WITH ROUNDE

UCG-ES-00467INTERACTION DIAGRAMRECTANGULAR COLUMN

UCG-ES-00468 FOUNDATIONS

UCG-ES-00469 Carr A. 2002 FPRINT

UCG-ES-00470 Carr A. 2002 HYSTERES

UCG-ES-00471 Carr A. 2002 PQUAKE

UCG-ES-00472 Carr A. 2002 SIMQKE

UCG-ES-00473 Carr A. 2002 SPECTRA

UCG-ES-00474 Carr A. 2002 RUAUMOKO 3D

UCG-ES-00475 Carr A. 2002 RUAUMOKO / APENDICE

UCG-ES-00476 American Society of Civil Engineers 2000GLOBAL TOPICS REPORAND COMMENTARY FOR

REHABILITATION OF BUUCG-ES-00477 Shome N. 1999

PROBALISTIC SEISMIC DNONLINEAR STRUCTUR


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TITULO

Rotational Restraint of Pile Caps during Lateral Loading

Inelastic Seismic Response of Extended Pile-Shaft-Supported Bridge Structures

Nonlinear' response of single piles under lateral inertialand seismic loads

Estimating Inelastic Displacements for Design: ExtendedPile-Shaft-Supported Bridge Structures

PLASTIC HINGE ANALYSIS

Does capacity design do the job? An examination ofhigher mode effects in cantilever walls

PROPORTIONING OF EARTHQUAKE-RESISTANT RCBUILDING STRUCTURES

SEISMIC SOIL-PILE-STRUCTURE INTERACTIONEXPERIMENTS AND ANALYSES

PROCEDURES FOR CALCULATING THE SHEARRESPONSEOF REINFORCEDCONCRETE ELEMENTS:A DISCUSSION

AASHTO LFDand LRFD Analysis and Design ofReinforced Concrete Bridge Substructures andFoundations

AASHTO LFDand LRFD Analysis and Design ofReinforced Concrete Bridge Substructures andFoundations

Response-2000 / Load-Deformation Response ofReinforced Concrete Sections


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Response to three-component seismic motion ofarbitrary direction

Membrane-2000 Response-2000 Triax-2000 Shell-2000/MANUAL

Dynamic Behaviour of Reinforced Concrete FramesDesigned with Direct Displacement - Based Design

SEISMIC RESPONSE OF SACRIFICIAL SHEAR KEYSIN BRIDGE ABUTMENTS

DISPLACEMENT-BASED DESIGN OF RC BRIDGECOLUMNS IN SEISMIC REGIONS

Reinforced Concrete Structural Walls DesignedAccording to the 1997 UBC-ELF and DirectDisplacement-Based Methods

Seismic Demands for Performance-Based Design ofBridges

Seismic design of bridges accounting for spatialvariability of ground motion

Seismic performance evaluation of steel arch bridges

against major earthquakes. Part 2: Simplifed verificationprocedure

Seismic response of multi-span simply supported bridgesto a spatially varying earthquake ground motion

Behavior and Failure Analysis of a Multiple-FrameHighway Bridge in the 1994 Northridge Earthquake

SLENDER HIGH - STRENGTH CONCRETE COLUMNSSUBJECTED TO ECCENTRIC LOADING

The use of small centrifuges for geotechnical education


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SOILD - PILED - BRIDGE SEISMIC INTERACTION:KINEMATIC AND INERTIAL EFFECTS. PART I: SOFTSOIL

Performance-Based Seismic Based Seismic Assessmentof Two Precast Concrete Hybrid Frame Buildings

Normas Colombianas de Diseo y Construccin SismoResistente / Ttulo B / Cargas

Normas Colombianas de Diseo y Construccin SismoResistente / Titulo C / Concreto Estructural

Normas Colombianas de Diseo y Construccin SismoResistente / Ttulo E / Casas de Uno y Dos Pisos

EQUIVALENT VISCOUS DAMPING FOR DIRECTDISPLACEMENT BASED DESIGN

THE CRITICAL ANGLE OF SEISMIC INCIDENCE ANDTHE MAXIMUM STRUCTURAL RESPONSE

GENERATION AND ANALYSIS OF SPECTRUM -COMPATIBLE EARTHQUAKE TIME - HISTORIESUSING WAVELETS

Implementation of Direct Displacement Based Design forPile and Drilled Shaft Bents

RC STRUCTURAL WALLS DESIGNED ACCORDINGTO UBC AND DISPLACEMENT-BASED METHODS

Full - scale filed tests on geosynthetic reinforcedunpaved roads on soft subgrade

SEISMIC DESIGN OF VERTICALLY IRREGULARREINFORCED CONCRETE STRUCTURES

DISEO SSMICO DE PILAS CON PILOTES PRE-BARRENADOS INCLUYENDO LA INTERACCINSUELO- ESTRUCTURA


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VISCOUS DAMPING IN SEISMIC DESIGN ANDANALYSIS

SOIL-PILE-SUPERSTRUCTURE INTERACTION INLIQUEFYING SAND AND SOFT CLAY

Geotechnical and Bridge Design Workshop: New MadridSeismic Zone Experience

Yield Point Spectra for Seismic Design andRehabilitation

Seismic Design Based on the Yield Displacement

Direct Inelastic Earthquake Design Using SecantStiffness


DISEO SSMICO BASADO EN DESEMPEO DEEDIFICIOS DE HORMIGN ARMADO

A Displacement-based Adaptive Pushover forassessment of buildings and bridges

THE CURRENT LIMITATIONS OF DISPLACEMENTBASED DESIGN

SEISMOLOGICAL CRITERIA FOR SELECTING ANDSCALING REAL ACCELEROGRAMS FOR USE INENGINEERING ANALYSIS AND DESIGN

3D PUSHOVER OF IRREGULAR REINFORCEDCONCRETE BUILDINGS

EQUIVALENT VISCOUS DAMPING EQUATIONS FORDIRECT DISPLACEMENT BASED DESIGN


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RECORD SELECTION FOR NONLINEAR SEISMICANALYSIS OF STRUCTURES

INELASTIC DISPLACEMENT PATTERNS IN SUPPORTOF DIRECT DISPLACEMENT-BASED DESIGN FOR

CONTINUOUS BRIDGE STRUCTURES

CAPACITY - DEMAND CURVES METHOD FORPERFORMANCE / DISPLACEMENT - BASED SEISMICDESIGN

SEISMIC DESIGN OF DRILLED SHAFT BENTS WITHSOIL-STRUCTURE INTERACTION

Dynamic and static collapse tests of reinforced-concretecolumns

Nonlinear analysis for dynamic lateral pile response

Dynamic response of pile groups under lateral loading

Inelastic deformation response of SDOF systemssubjected to earthquakes

Assessing the Accuracy of the Damping Models Used in

Displacement-Based Seismic Demand Evaluation andDesign of Inelastic Structures

A FIBER BEAM - COLUMN ELEMENT FOR SEISMICRESPONSE ANALYSIS OF REINFORCED CONCRETESTRUCTURES

EFFECT OF BEARING PADS ON PRECASTPRESTRESSED CONCRETE BRIDGES

Effective Stiffness of Reinforced Concrete Columns

EFECTO DE LA INTERACCIN SUELO PILOTE (ISP)LINEAL Y NOLINEAL EN EL MODELO SSMICO DEFUNDACIONES DE PUENTES


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EQUIVALENT DAMPING IN SUPPORT OF DIRECTDISPLACEMENT - BASED DESIGN WITHAPPLICATIONS TO MULTI - SPAN BRIDGES

Ground motion scaling methods for di erent siteconditions and structure characteristics

SHEAR PERFORMANCE OF REINFORCEDLIGHTWEIGHT CONCRETE SQUARE COLUMNS INSEISMIC REGIONS

Evaluation of combination rules for maximum responsecalculation in multicomponent seismic analysis

EVALUATION OF SEISMIC DEFORMATION DEMANDSUSING NONLINEAR PROCEDURES IN MULTISTORYSTEEL AND CONCRETE MOMENT FRAMES



Flexibility of superstructures and supports in the seismicanalysis of simple bridges

Flexural Strength and Ductility of Extended Pile-Shafts. I:Analytical Model

Flexural Strength and Ductility of Extended Pile-Shafts.II: Experimental Study

DEVELOPMENT OF SEISMIC FRAGILITY CURVESFOR TALL BUILDINGS

Cumulative damage-based inelastic cyclic demandspectrum

Template elasticplastic computations in geomechanics


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DYNAMIC BEHAVIOUR OF CONTINOUS ANDCANTILEVER THIN - WALLED BOX GIRDER BRIDGES

DEVELOPMENT OF NEXT-GENERATIONPERFORMANCE-BASED SEISMIC DEISGN

GUIDELINES

FLEXURAL DUCTILITY OF FULL-SCALE RC BRIDGECOLUMNS SUBJECTED TO CYCLIC LOADING

Incremental dynamic analysis

Inelastic displacement ratios for evaluation of existingstructures

Inelastic dynamic analysis of RC bridges accounting forspatial variability of ground motion, site efects andsoilstructure interaction phenomena. Part 2: Parametric

study

Inelastic dynamic analysis of RC bridges accounting forspatial variability of ground motion, site efects andsoilstructure interaction phenomena. Part 1:

Methodology and analytical tools

INELASTIC SEISMIC RESPONSE OF BRIDGEDRILLED-SHAFT RC PILE/COLUMNS

EFFECT OF BEARING PADS ON PRECASTPRESTRESSED CONCRETE BRIDGES

THE LIMITATIONS OF PERFORMANCE OFDIFFERENT DISPLACEMENT BASED DESIGNMETHODS

COMPUTER PROGRAMAS FOR CONCRETECOLUMN DESIGN

Seismic Response of Drilled Shaft SupportedContinuous Bridge Structure

MAXIMUM GROUND SURFACE MOTION INPROBABILISTIC SEISMIC HAZARD ANALYSES


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ASSESSMENT OF SEISMIC PERFORMANCE INTERMS OF ECONOMIC LOSSES

Evaluation of approximate methods to estimatemaximum inelastic displacement demands

INFLUENCE OF TENSION STRAIN ON BUCKLING OFREINFORCEMENT IN RC BRIDGE COLUMNS

Model of damage for RC elements subjected to biaxialbending

Generation of artificial earthquakes via the wavelettransform

NONLINEAR STATIC AND DYNAMIC ANALYSIS OFREINFORCED CONCRETE SUBASSEMBLAGES

Nonlinear analysis for dynamic lateral pile response

NORMA TCNICA DE EDIFICACIN / EC.030 DISEOSISMORESISTENTE

DIRECT DISPLACEMENT -BASED SEISMIC DESIGNOF CONCRETE BUILDINGS

Response to orthogonal components of ground motionand assessment of percentage combination rules

THE INCREMENTAL DYNAMIC ANALYSIS AND ITSAPPLICATION TO PERFORMANCE-BASEDEARTHQUAKE ENGINEERING

PERFORMANCE OF GEOSYNTHETIC REINFORCEDSLOPES AT FAILURE

Centrifuge Model Studies of the Seismic Response ofReinforced Soil Slopes


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Parametric Study of Coupled Wall Behavior -Implications for the Design of Coupling Beams

Preliminary Seismic Vulnerability Assessment of ExistingReinforced Concrete Buildings in Turkey Part I:

Statistical Model Based on Structural Characteristics

Performance - Based Seismic Design Concepts andImplementation

Performance Models for Flexural Damage in ReinforcedConcrete Columns

Performance of Circular Reinforced Concrete BridgeColumns under Bidirectional Earthquake Loading

Shake Table Analytical Investigations of Single ColumnBents

Shake Table Testing and Analysis of Two-Column Bents

RESPONSE OF REINFORCED CONCRETEEMBEDDED PILE UNDER LATERAL LOADING. I:FILED TESTING

A SIMPLIFIED DAMAGE MECHANICS APPROACH TONONLINEAR ANALYSIS OF FRAMES

APPLICATION OF THE PEER PERFORMANCE-BASEDMETHODOLOGY FOR SEISMIC ASSESSMENT OFTHE I-880 VIADUCT

STIFFNESS AND ULTIMATE STRENGTH OF BRIDGEABUTMENTS: SOIL-DEPENDENT MODEL

A Practical Performance Model for Reinforced ConcreteBridge Columns

Implementation of Displacement Based Design forHighway Bridges


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INVESTIGATION OF JACOBSEN'S EQUIVALENTVISCOUS DAMPING APPROACH AS APPLIED TODISPLACEMENT-BASED SEISMIC DESIGN

INELASTIC DISPLACEMENT PATTERNS IN SUPPORTOF DISPLACEMENT-BASED DESIGN FOR MULTI-

SPAN BRIDGES

International Building Code

Performance-Based Seismic Upgrade of a 14-StorySuspended Slab Building Using State-of-the-Art Analysisand Construction Techniques

Guide for the Use of Preplaced Aggregate Concrete forStructural and Mass Concrete Applications

Seismic Analysis and Design of Concrete BridgeSystems

INFLUENCE OF TENSION STRAIN ON BUCKLING OFREINFORCEMENT IN RC BRIDGE COLUMNS

Improved Analytical Model for Shear Strength of CircularReinforced Concrete Columns in Seismic Regions

Adapting earthquake actions in Eurocode 8 forperformance-based seismic design

Limits of Applicability of Conventional and AdaptivePushover Analysis for Seismic Response Assessment

An Application of PEER Performance-Based EarthquakeEngineering Methodology

Analytical Investigations of New Methods for ReducingResidual Displacements of Reinforced Concrete Bridge

Columns

Three-dimensional analysis of reinforced concreteframes based on lumped damage mechanics


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Evaluation of Pile Diameter Effect on Initial Modulus ofSubgrade Reaction

ASSESSMENT ON PILE EFFECTIVE LENGTHS ANDTHEIR EFFECTS ON DESIGN-I. ASSESSMENT

ASCE Authors Guide

Amortiguamiento Viscoso Equivalente en Pilas conPilotes de Hormign Armado

INELASTIC RESPONSE OF ONE-STOREYASYMMETRICPLAN SYSTEMS SUBJECTED TO BI-DIRECTIONAL EARTHQUAKE MOTIONS

EARTHQUAKE ACTIONS IN SEISMIC CODES: CANCURRENT APPROACHES MEET THE NEEDS OFPBSD?


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Lateral loads; Pile groups; Pile caps; Rotation. 3de interes para el diseno de pilebents

P-Delta, drilled shafts 4se estudian los efectos P-Delta yrespuesta de pilas pre-barrenados

Nonlinear respose of piles 3se presenta un modelo para analisissismico de pilotes

R-U-T relations por piles 4se estudian relaciones R-U-T parapilas

Plastic hinge, Moment Curvature 3se comparan resultados de distintosmodelos M-curvature

Capacity design, Higher mode effects 4se explican los efectos de los modos"altos" de vibracion en muros decorte

DBD of buildings 4propone un metodo basado endesplazamientos para edificios deconcreto

Centrifuge analysis, soil-structure interaction 3Detalla resultados de experimentosen centrifuga y valida el modelo P-yde OpenSees

Modifyed compresion field theory, shear in concreteelements

2 Discute lo publicado en otro paper

ELIMINAR

Design of concrete substructures 3Manual del programa RC pier parael diseno de subestructuras dehormigon armado

Moment curvature analysis 3Manual y ejemplos de validacion deResponse 2000


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seismic components; response spectrum analysis;multicomponent earthquake; CQC3; GCQC3; criticalresponse

4Propone una regla de combinacionmodal que considera componentessismicas

Moment curvature analysis 3Manual del programa Response2000 para el analisis de secciones

de hormigon armado

DDBD, desempeno de edificios 4Muy buena para comprender eldesempeno de porticos de homigonarmado, disenados con DDBD

Shear keys, abutments 4Explica el diseno y comportamientode estribos con llaves de corte

DDBD, bridge columns 3Presenta DDBD para el diseno decolumnas de puentes

DDBD, shear walls 3Compara muros disenados porDDBD y UBC

Analiis probabilistico de la demanda sismica. IDA 4 Usa OPENSEES

spatial variability; site e ect; non-linear response;correlated samples; risk; approximate procedures

2Estudia la variacion espacial de lademanda sismica en puentes

seismic veri cation procedure; seismic performance;

steel arch bridge; capacity; demand; pushoveranalyses; ESDOF

3 Desempeno sismico de puentes enarco

spatial variation; multi-support excitation; simplysupported bridges; pounding

3Desempeno sismico de puentes conaislamiento sismico

4 Desempeno sismco de un puente

3 Columnas bajo cargas exentricas

centrfuge 3Construccion de una pequenacentrituga con fines academicos


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Kinematic and Inertial Soil structure interaction 2

Hibrid buildings 3 Desempeno de edificios hibridos

3

3

3

Equivalent damping 4Propone un modelo deamortiguamiento equivalente

Angle of seismic incidence 4

Propone un metodo para terminar larespuesta maxima y el angulo deincidencia de componentes sismicasortogonales

compatible records 4

Indica como se obtieneacelerogramas compatibles alespectro de diseno. Esta tecnica esactualmente usada en la UCG

Soil-structure interaction in piles 4 Se propone DDBD para pile bents

Wall design, DDBD 4Se compara DDBD y UBC para eldiseno de muros de corte

Unpaved roads, Geosytetics 4Se demuestra el uso degeosinteticos como refuerzo en vias

Irregular buildings, UBC 4Desempeno de edificios irreguralesdisenados con UBC

Pilas prebarrenadas, DDBD 4 Se propone DDBD para pile bents


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Tangent sti ffness proportional damping, DDBD 4Se estudia el amortiguamientoviscoso que debe ser usado enDDBD

Soil-pile interaction 3Se estudia el desempeno de pilasen suelos proclives a licuefaccion

3 Interesante

Yield point spectra, R-u-T 3Proponen el uso de un "espectro defluencia" para el diseno sismico

Yield point spectra, R-u-T 4Se explica el uso deldesplazamiento de fluencia comoparametro de diseno sismico

DDBD, secant stiffness 4 Interesante para ser criticado

ELIMINAR

diseno por desempeno de edificios 4Introduccion en espanol al disenopor desempeno de edificios

Pushover 4 Se comparan disintos pushovermetodos

DBD of buildings 4Se comparan distintos metodosbasados en desplazamientos

Earthquake records, scaling 4

Se orienta en el uso deacelerogramas reales para elanalisis nolineal de historia en eltiempo

Pushover, IDA 4Se estudia el metodo pushover paraporticos 3D

DDBD, equivalent damping 4Se presenta un modelo paraamortiguamiento equivalente


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Earthquake records selection 4se explica como seleccionar sismospara verificacion con NTHA

DDBD, equivalent damping 4Se estudia el amortiguamientoviscoso, y el diseno de puentes con

DDBD

CSM, Capacity_Demand curves 4Se propone un metodo deverificacion que usa la curva V-D yuna curva de demanda

DDBD, soil structure interaction 4 Se propone DDBD para pile bents

2

2

2

R-U-T relations 3

Equivalent damping, Capacity spectrum method 3 Se revisan distintos modelos deamortiguamiento

Fiber model, nonlinear element 2

bearign pads, girders 3

effective stiffness 2 Interesante para ser criticado

grupos de pilotes, interaccion suelo estructura 3Presenta el diseno de lasubestructura de un puente real


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DDBD, equivalent damping 4Se estudia el amortiguamientoviscoso, y el diseno de puentes conDDBD

ground motion scaling; hysteresis type; multi-degree-of-freedom; performance-basedseismic analysis and design; single-degree-of-freedom;site conditions

4se comparan diferentes metodospara escalar acelerogramas

shear strength, lightweight concrete 2

combination rules, seimic components 4se comparan varias reglas decombinacion de effectos decomponentes sismicas ortogonales

Ductility Demand, Lateral Load Patterns, Non-linearAnalysis, Performance-BasedSeismic Design, Pushover Analysis

4se estudian diferentes indicadoresde dano en edificios

Geotextile, fillters 4

ELIMINAR

Single span bridges 2respuesta dinamica de puentes deun solo vano

Flexural strength; Ductility; Concrete piles; Concrete,reinforced; Lateral loads; Models 4

se propone un modelo para verificar

el desempeno de pilasprebarrenadas

Flexural strength; Ductility; Concrete piles; Concrete,reinforced; Lateral loads; Models

4se presentan experimentos con pilasprebarrenadas

Tall Buildings, Seismic Fragility Curves, Non-GaussianStochastic Processes, Strong GroundMotion Duration, Monte Carlo Simulation.

4se determinan curvas de fragilidadpara edificios altos

cumulative seismic damage; input energy; hystereticenergy; low-cycle fatigue

3se propone un espectro de disenoque considera degradacion de

resistencia por ciclos inelasticos

elasto-plastic geomechanics; template constitutivedriver; object oriented design

4


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3es estudia el comportamientodinamico de puentes debido altrafico

Design Criteria, Performance-based engineering 4se explica nuevos avances endiseno por desempeno de edificios

size effect, ductility, reinforced concrete columns, full-scale test

3estudia efectos de escala enrespuesta ciclica de columnas

performance-based earthquake engineering;incremental dynamic analysis; demand;collapse capacity; limit-state; non-linear dynamicanalysis

4 presenta IDA

inelastic displacement ratios; evaluation of existingstructures; displacement-baseddesign; soils conditions; displacement demands: single-degree-of-freedom systems

4Estudia la relacion entre inelasticand elastic displacements for SDOFsytems

bridges; spatial variability; site e ects; soilstructure

interaction; seismic design4

explica los efectos del sismollegando a diferentes tiempos a cadapila en puentes largos

bridges; spatial variability; site e ects; soilstructure

interaction; seismic design4

explica los efectos del sismollegando a diferentes tiempos a cadapila en puentes largos

soil stucture interaction, drilled shaft 4estudia los efectos de la interaccionsuelo estructura

BORRAR

DBD of buildings 4 un resumen de UCG-ES-00048

M-C analysis 4presenta un modelo para concretoconfinado, y explica la obtencion dediagrama M-C

BORRAR

Maximum ground acceleration; soil strength; wavepropagation; inhomogeneous soil deposit

3


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Performance-based seismic design, Probabilistic lossestimation, Fragility function, Correlation, Lossdeaggregation

4

displacement-based design; performance-baseddesign; approximate methods; inelasticdisplacement; elastic displacement; equivalent-linearsystems; inelastic displacement ratios

4se comparan 6 metodos quepredicen desplazamientos no

lineales en SDOF

Inelastic response, buckling, strain, bridgecolumn 4Se explican los efectos del pandeode barras en la degradacion de larespuesta de columnas en puentes

Plastic hinge 2

Wavelet transform; Artificial earthquakes; Spectrumcompatible earthquakes

4modificacion de registros sismicosvia wavelets

nonlinear reponse of frames 3

pile dynamics, lateral response, nonlinear, pileinteraction, transient response

3

CODIGO PERUANO

DDBD, DBD, concrete buildings 4 se implementa DDBD para edificios

multicomponent seismic analysis; combination rules;SRSS rule; 30% rule; 40% rule;

3

performance-based earthquake engineering,incremental dynamic analysis, demand,collapse capacity, limit-state, nonlinear dynamicanalysis, static pushover

4 muestra la aplicacion del IDA

3

3


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Coupled walls; Coupling; Beams; Building codes;Buildings, high-rise; Design.

3

Seismic vulnerability, discriminant analysis, reinforcedconcrete, Dzce earthquake, damage score

Performance Based Seismic Design 4exelente fuente sobre el estado delarte de PBSE

3

3

3

3

3

2

PBSE 3

abutment stiffness 4buena referencia sobre la rigidez deestribos

response of concrete columns 3

DBD, highway briges 4introduccion a la implementacion deDBD para puentes


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equivalent damping 4evaluacion del metodo del area dehisteresis para determinaramortiguamiento equivalente

DDBD of bridges 3

IBC 2002 4

2

4

3

columns; ductility; seismic; shear. 4

performance-based seismic design; earthquake

actions; return periods; design levels; loss modelling;Eurocode 8

4

4

4

4

2


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3

4

4

4guia para la preparacion de paperspara publicacion en los journals delASCE

amortiguamiento viscoso equivalente, pilasprebarrenadas

4

torsion; earthquake; inelastic response; torsionalcoupling; bi-directional motion

2

Seismic design codes; earthquake actions;performance-based seismic design.

4


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INGRESADO POR

Vinicio Suarez

Vinicio Suarez

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