Multi‐angle, multi‐damage fragility curves for seismic assessment of bridges
暂无分享,去创建一个
[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 .