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Effect of Material Ultimate Plasticity Strain on Collapse Resistant Capacity of 3D Steel Frame Structure during Earthquake

机译：材料极限塑性应变对三维钢框架结构抗震抗倒塌能力的影响

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Huidong Zhang; Yuanfeng Wang; Dejian Yang; Hui Jiang;
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1. Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta [J] . Christoph Adam, Clemens Jager Engineering Structures . 2012,第NOVa期

机译：易受P-delta影响的地震激励规则框架结构的简化倒塌能力评估
2. Monte Carlo analysis of earthquake resistant R-C 3D shear wall-frame structures [J] . Beyza Taskin, Zeki Hasguer Structural Engineering and Mechanics . 2006,第3期

机译：抗震R-C 3D剪力墙框架结构的蒙特卡洛分析
3. Strain Rate Effect on the Progressive Collapse Analysis of RC Frame Structure under Earthquake [J] . Wenming Wang Advances in civil engineering . 2020,第1期

机译：地震下RC框架结构逐步塌陷分析的应变率影响
4. ULTIMATE EARTHQUAKE RESISTANT CAPACITY OF CFT-FRAME [C] . World conference on earthquake engineering . 2004

机译：CFT框架的终极地震抗性容量
5. Performance-based plastic design of earthquake resistant steel structures: Concentrically braced frames, tall moment frames, plate shear wall frames. [D] . Bayat, Mohammad Reza. 2010

机译：基于性能的抗震钢结构塑料设计：同心支撑框架，高弯矩框架，板剪力墙框架。
6. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design [O] . Edén Bojórquez, Alfredo Reyes-Salazar, Sonia E. Ruiz, -1

机译：钢框架结构循环层间位移能力的估算及其在抗震设计中的应用
7. P-△ EFFECT ON ENERGY ABSORPTION CAPACITY OF STEEL FRAMED STRUCTURES SUBJECTED TO EARTHQUAKES [O] . HIROSHI AKIYAMA 1984

机译：p-△对地震钢框架结构的能量吸收能力的影响
8. Toward Earthquake-Resistant Design of Concentrically Braced Steel-Frame Structures [R] . Uriz, P., Mahin, S. A. 2008

机译：作者：王莹，山西建筑sHaNXI aRCHITECTURE 2008年第12期对抗支撑钢框架结构的抗震设计

Effect of Material Ultimate Plasticity Strain on Collapse Resistant Capacity of 3D Steel Frame Structure during Earthquake

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