机译:基于非线性分析的钢瓦楞剪力墙体系抗震性能评估
Budapest University of Technology and Economics, Department of Structural Engineering, H-1111 Budapest, Muegyetem rkp. 3, Hungary;
Stanford University, Department of Civil and Environmental Engineering, John A. Blume Earthquake Engineering Center, Bldg. 540, MC3037, Stanford, CA 94305, USA;
Stanford University, Department of Civil and Environmental Engineering Bldg. Y2E2, 473 Via Ortega, Room 281, MC 4020. Stanford, CA 94305, USA;
University of Colorado at Boulder, Department of Civil, Environmental and Architectural Engineering, Engineering Center Office Tower, ECOT 426, University Campus Box, UCB 428,1111 Engineering Drive, Boulder, CO 80309, USA;
Tipping Mar and Associates, 1906 Shattuck Ave, Berkeley, CA 94704, USA;
corrugated steel shear wall; seismic performance assessment; pinching hysteretic behaviour; model calibration; pushover analysis; incremental dynamic analysis;
机译:基于转角故障的波纹钢板复合剪力墙抗震性能分析
机译:波纹钢护套冷弯型钢剪力墙抗震性能评估
机译:木钢混合剪力墙系统的损伤评估和基于性能的抗震设计
机译:基于动态分析的钢波纹剪力墙系统抗震性能量化
机译:带有抗弯框架,钢剪力墙和支撑系统的20层建筑物的非线性有限元建模和地震反应分析。
机译:钢套剪力墙在地震和火荷载作用下的行为
机译:钢筋混凝土剪力墙非线性地震分析:参与OECD / NEa地震剪力墙国际标准问题日本地震极限响应试验
机译:钢筋混凝土剪力墙非线性地震反应分析:参与OECD / NEa地震剪力墙日本地震极限响应试验国际标准问题