Multi‐angle, multi‐damage fragility curves for seismic assessment of bridges

[1]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[2]  Brendon A. Bradley,et al.  Probabilistic seismic performance and loss assessment of a bridge-foundation-soil system , 2010 .

[3]  Maurice S. Power,et al.  An Overview of the NGA Project , 2008 .

[4]  Kevin R. Mackie,et al.  Response Sensitivity of Highway Bridges to Randomly Oriented Multi-Component Earthquake Excitation , 2011 .

[5]  W. K. Tso,et al.  Re‐evaluation of seismic torsional provisions , 1999 .

[6]  Julio J. Hernández,et al.  Response to three‐component seismic motion of arbitrary direction , 2002 .

[7]  Ricardo A. Medina,et al.  Influence of angle of incidence on seismic demands for inelastic single-storey structures subjected to bi-directional ground motions , 2007 .

[8]  Anastasios G. Sextos,et al.  ISSARS: An integrated software environment for structure-specific earthquake ground motion selection , 2013, Adv. Eng. Softw..

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

[10]  Jian Zhang,et al.  Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method , 2009 .

[11]  Julio J. Hernández,et al.  Critical response of structures to multicomponent earthquake excitation , 2000 .

[12]  Gregory A. MacRae,et al.  Three-Dimensional Steel Building Response to Near-Fault Motions , 2000 .

[13]  Andreas J. Kappos,et al.  Assessment of concrete bridges subjected to ground motion with an arbitrary angle of incidence: static and dynamic approach , 2012, Bulletin of Earthquake Engineering.

[14]  Jonathan P. Stewart,et al.  Lateral Performance of Full-Scale Bridge Abutment Wall with Granular Backfill , 2009 .

[15]  Nick Gregor,et al.  NGA Project Strong-Motion Database , 2008 .

[16]  George Gazetas,et al.  Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations , 2006 .

[17]  Semih S. Tezcan,et al.  Parametric analysis of irregular structures under seismic loading according to the new Turkish Earthquake Code , 2001 .

[18]  Amr S. Elnashai,et al.  Fragility analysis of a highway over-crossing bridge with consideration of soil–structure interactions , 2010 .

[19]  Oscar A López,et al.  The critical angle of seismic incidence and the maximum structural response , 1997 .

[20]  Fumio Yamazaki,et al.  A simplified method of constructing fragility curves for highway bridges , 2003 .

[21]  Reginald DesRoches,et al.  Seismic fragility methodology for highway bridges using a component level approach , 2006 .

[22]  Asimina Athanatopoulou,et al.  Critical orientation of three correlated seismic components , 2005 .

[23]  Reginald DesRoches,et al.  Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios , 2008 .

[24]  Masanobu Shinozuka,et al.  Effect of the angle of seismic incidence on the fragility curves of bridges , 2012 .

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

[26]  C. Allin Cornell,et al.  Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .