Development of Fragility Curves for Single-Column RC Italian Bridges Using Nonlinear Static Analysis

The main objective of this study is to assess the accuracy and suitability of Nonlinear Static Procedures (NSPs) in the development of analytical damage fragility curves for seismic risk assessment...

[1]  H Y Kim,et al.  STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .

[2]  Reginald DesRoches,et al.  Analytical Seismic Fragility Curves for Typical Bridges in the Central and Southeastern United States , 2007 .

[3]  Rui Pinho,et al.  VERIFICATION OF SPECTRAL REDUCTION FACTORS FOR SEISMIC ASSESSMENT OF BRIDGES , 2009 .

[4]  Donatello Cardone,et al.  A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges , 2011 .

[5]  Wenyang Zhang,et al.  Probabilistic models of abutment backfills for regional seismic assessment of highway bridges in California , 2019, Engineering Structures.

[6]  Jack W. Baker,et al.  An Improved Algorithm for Selecting Ground Motions to Match a Conditional Spectrum , 2018 .

[7]  Rui Pinho,et al.  An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action , 2007 .

[8]  Rui Pinho,et al.  DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .

[9]  Halûk Sucuoğlu,et al.  Generalized force vectors for multi‐mode pushover analysis of torsionally coupled systems , 2014 .

[10]  Mjn Priestley,et al.  VISCOUS DAMPING IN SEISMIC DESIGN AND ANALYSIS , 2005 .

[11]  Tatjana Isaković,et al.  Higher modes in simplified inelastic seismic analysis of single column bent viaducts , 2006 .

[12]  Rui Pinho,et al.  Critical Assessment of Intensity Measures for Seismic Response of Italian RC Bridge Portfolios , 2019 .

[13]  József Simon,et al.  Seismic Reliability Assessment of Typical Road Bridges in Hungary , 2018 .

[14]  Alice Alipour,et al.  Cost Assessment of Highway Bridge Network Subjected to Extreme Seismic Events , 2014 .

[15]  J. Bommer,et al.  Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East , 2010 .

[16]  Reginald DesRoches,et al.  Development of a bridge-specific fragility methodologyto improve the seismic resilience of bridges , 2018 .

[17]  Gian Michele Calvi,et al.  Seismic Vulnerability of the Italian Roadway Bridge Stock , 2015 .

[18]  G. Weatherill,et al.  OpenQuake Engine: An Open Hazard (and Risk) Software for the Global Earthquake Model , 2014 .

[19]  Sotiria P. Stefanidou,et al.  Methodology for the development of bridge‐specific fragility curves , 2017 .

[20]  B. G. Nielson.  Analytical Fragility Curves for Highway Bridges in Moderate Seismic Zones , 2005 .

[21]  Reginald DesRoches,et al.  Temporal evolution of seismic fragility curves for concrete box-girder bridges in California , 2015 .

[22]  Michael H. Scott,et al.  Plastic Hinge Integration Methods for Force-Based Beam¿Column Elements , 2006 .

[23]  Robert E. Bachman,et al.  Creating Fragility Functions for Performance-Based Earthquake Engineering , 2007 .

[24]  Mervyn J. Kowalsky,et al.  Displacement-based seismic design of structures , 2007 .

[25]  H. Sucuoğlu,et al.  Generalized force vectors for multi-mode pushover analysis of bridges , 2017, Bulletin of Earthquake Engineering.

[26]  Triantafyllos Makarios,et al.  Seismic fragility curves for greek bridges: methodology and case studies , 2009 .

[27]  Masanobu Shinozuka,et al.  Nonlinear Static Procedure for Seismic Vulnerability Assessment of Bridges , 2007, Comput. Aided Civ. Infrastructure Eng..

[28]  R. DesRoches,et al.  Sensitivity of seismic demands and fragility estimates of a typical California highway bridge to uncertainties in its soil-structure interaction modeling , 2019, Engineering Structures.

[29]  Halûk Sucuoğlu,et al.  Practical Implementation of Generalized Force Vectors for the Multimodal Pushover Analysis of Building Structures , 2015 .

[30]  Sotiria P. Stefanidou,et al.  Bridge-specific fragility analysis: when is it really necessary? , 2018, Bulletin of Earthquake Engineering.

[31]  Farzin Zareian,et al.  Assessment of probability of collapse and design for collapse safety , 2007 .

[32]  M. Selim Günay,et al.  Generalized force vectors for multi‐mode pushover analysis , 2011 .

[33]  Peter Fajfar,et al.  A Nonlinear Analysis Method for Performance-Based Seismic Design , 2000 .

[34]  Peter Fajfar,et al.  The extended N2 method taking into account higher mode effects in elevation , 2011 .

[35]  Rui Pinho,et al.  Assessment of Continuous Span Bridges through Nonlinear Static Procedures , 2009 .

[36]  Dimitrios G. Lignos,et al.  An efficient method for estimating the collapse risk of structures in seismic regions , 2013 .

[37]  S. Harmsen,et al.  Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion Prediction Models , 2013 .

[38]  B. Bradley,et al.  Error estimation of closed‐form solution for annual rate of structural collapse , 2008 .

[39]  Reginald DesRoches,et al.  Seismic fragility of typical bridges in moderate seismic zones , 2004 .

[40]  Jack W. Baker,et al.  A Computationally Efficient Ground-Motion Selection Algorithm for Matching a Target Response Spectrum Mean and Variance , 2011 .

[41]  Carlo Meletti,et al.  The 2013 European Seismic Hazard Model: key components and results , 2015, Bulletin of Earthquake Engineering.

[42]  Andreas J. Kappos,et al.  Further development of a multimodal pushover analysis procedure for seismic assessment of bridges , 2009 .

[43]  Jack W. Baker,et al.  Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis , 2015 .

[44]  Anil K. Chopra,et al.  A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .

[45]  J. Baker,et al.  Spectral shape, epsilon and record selection , 2006 .

[46]  Kevin R. Mackie,et al.  Seismic Demands for Performance-Based Design of Bridges , 2003 .