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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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AREA CODIGO AUTORES AO TIPO
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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PALABRAS CLAVE CALIFICACION COMENTARIO
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
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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
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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
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UCG-ES-00250 Morelli G. et al 2005
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UCG-ES-00251 Gmez C. et al 2005ESTUDIO DE LA VARIABMECNICAS Y DIMENSIODE ESTRUCTURAS AISL
UCG-ES-00252 Tena A. y Escamilla J. 2005
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UCG-ES-00253 Tornello M. y Sarrazin M. 2005RESPUESTA ESTRUCTUAISLAMIENTO SSMICO
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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
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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
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UCG-ES-00293 Iervolinoa I. and Cornell C. 2005 Record Selection for NonliStructures
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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
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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
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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
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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
Neural Network Modeling of Confined CompressiveStrength and Strain of Circular Concrete Columns
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
Geotextile Filtration Principles, Practices and Problems
Geotextile Filtration Principles, Practices and Problems
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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Neural Network Modeling of Confined CompressiveStrength and Strain of Circular Concrete Columns
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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Marante M., Florez J."Three-dimensional analysis of reinforced concrete frames basedon lumped damage mechanics". International Journal of Solids and Structures. 2003
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Oreta A. and Kawashima K. "Neural Network Modeling of Confined Compressive Strengthand Strain of Circular Concrete Columns". JOURNAL OF STRUCTURAL ENGINEERING ASCE. 2003
Ashford S. and Juirnarongrit T. "Evaluation of Pile Diameter Effect on Initial Modulus ofSubgrade Reaction". JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL
ENGINEERING ASCE. 2003
Y. Chen. "ASSESSMENT ON PILE EFFECTIVE LENGTHS AND THEIR EFFECTS ONDESIGN-I. ASSESSMENT". Computers & Srructures Vol. 62. No. 2. 1997
American Society of Civil Engineers. "ASCE Authors Guide".
Suarez V. "Amortiguamiento Viscoso Equivalente en Pilas con Pilotes de HormignArmado".
RIDDELL R. AND SANTA H."INELASTIC RESPONSE OF ONE-STOREYASYMMETRICPLAN SYSTEMS SUBJECTED TO BI-DIRECTIONAL EARTHQUAKEMOTIONS". EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS. 1999
BOMMER J. "EARTHQUAKE ACTIONS IN SEISMIC CODES: CAN CURRENTAPPROACHES MEET THE NEEDS OF PBSD?". Civil & Environ. Engineering, ImperialCollege London
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PALABRAS CLAVE CALIFICACION COMENTARIO
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
Vinicio Suarez
Vinicio Suarez
Vinicio Suarez
Vinicio Suarez
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Vinicio Suarez
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Vinicio Suarez
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Vinicio Suarez
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Vinicio Suarez
Vinicio Suarez
Vinicio Suarez
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Vini