Optimal Spectral Acceleration-based Intensity Measure for Seismic Collapse Assessment of P-Delta Vulnerable Frame Structures
暂无分享,去创建一个
[1] Dimitrios Vamvatsikos,et al. Intensity measure selection for vulnerability studies of building classes , 2015 .
[2] Vladimir Sigmund,et al. Seismic evaluation and retrofit of existing buildings , 2010 .
[3] J. Baker,et al. Prediction of inelastic structural response using an average of spectral accelerations , 2008 .
[4] Christoph ADAM,et al. RECORD-TO-RECORD VARIABILITY OF THE COLLAPSE CAPACITY OF MULTI-STORY FRAME STRUCTURES VULNERABLE TO P-DELTA , 2014 .
[5] R. Medina,et al. Seismic Demands for Nondeteriorating Frame Structures and Their Dependence on Ground Motions , 2003 .
[6] W. J. Hall,et al. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings , 2001 .
[7] Christoph Adam,et al. Influence of Collapse Definition and Near-Field Effects on Collapse Capacity Spectra , 2013 .
[8] L. Ibarra. Global collapse of frame structures under seismic excitations , 2003 .
[9] Christoph Adam,et al. Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta , 2012 .
[10] N. Null. Seismic Evaluation and Retrofit of Existing Buildings , 2014 .
[11] C. Allin Cornell,et al. Probabilistic seismic demand analysis of nonlinear structures , 1999 .
[12] Dimitrios G. Lignos,et al. Average spectral acceleration as an intensity measure for collapse risk assessment , 2015 .
[13] Luis Ibarra,et al. Intensity measures that reduce collapse capacity dispersion of P-delta vulnerable simple systems , 2017, Bulletin of Earthquake Engineering.
[14] F. Mazzolani,et al. Design of Steel Structures for Buildings in Seismic Areas: Eurocode 8: Design of structures for earthquake resistance. Part 1-1 - General rules, seismic actions and rules for buildings , 2017 .