Collapse resistance assessment of bucklingrestrained braced steel frames using combined deterministic and probability analysis approach
暂无分享,去创建一个
Hui Zhang | Shan Gao | Feng Fu | Mingming Jia | Dagang Lu
[1] Jinkoo Kim,et al. Assessment of progressive collapse-resisting capacity of steel moment frames , 2009 .
[2] R. Medina,et al. Seismic Demands for Nondeteriorating Frame Structures and Their Dependence on Ground Motions , 2003 .
[3] Justin D. Marshall,et al. Catenary action in steel framed buildings with buckling restrained braces , 2015 .
[4] Xinzheng Lu,et al. Probability-based progressive collapse-resistant assessment for reinforced concrete frame structures , 2016 .
[5] David A. Roke,et al. Seismic demand models and performance evaluation of self-centering and conventional concentrically braced frames , 2015 .
[6] Cheng-Cheng Chen,et al. Application of low yield strength steel on controlled plastification ductile concentrically braced frames , 2001 .
[7] Vincenzo Piluso,et al. Failure Mode and Drift Control of MRF-CBF Dual Systems , 2010 .
[8] Taewan Kim,et al. Investigation of Progressive Collapse-Resisting Capability of Steel Moment Frames Using Push-Down Analysis , 2009 .
[9] A. Deylami,et al. Probabilistic assessment of strain hardening ratio effect on residual deformation demands of Buckling-Restrained Braced Frames , 2014 .
[10] Joel P. Conte,et al. Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems , 2010 .
[11] Shirley J. Dyke,et al. Benchmark Control Problems for Seismically Excited Nonlinear Buildings , 2004 .
[12] Esra Mete Güneyisi,et al. Seismic reliability of steel moment resisting framed buildings retrofitted with buckling restrained braces , 2012 .
[13] Fahim Sadek,et al. Progressive collapse analysis of seismically designed steel braced frames , 2009 .
[14] W. J. Hall,et al. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings , 2001 .
[15] Vincenzo Piluso,et al. Moment frames – concentrically braced frames dual systems: analysis of different design criteria , 2016 .
[16] Bing Li,et al. Estimating uncertainty in limit state capacities for reinforced concrete frame structures through pushover analysis , 2016 .
[17] Homayoon E. Estekanchi,et al. Performance-based seismic assessment of steel frames using endurance time analysis , 2014 .
[18] Andrea Dall'Asta,et al. Probabilistic performance assessment of low‐ductility reinforced concrete frames retrofitted with dissipative braces , 2012 .
[19] Bruce R. Ellingwood,et al. Mitigating Risk from Abnormal Loads and Progressive Collapse , 2006 .
[20] Subhash C. Goel,et al. Performance-based design and collapse evaluation of Buckling Restrained Knee Braced Truss Moment Frames , 2014 .
[21] Fatemeh Jalayer,et al. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines , 2002 .