机译:梁柱连接中包含初始缺陷的钢框架结构的地震易损性分析
School of Civil Engineering, Southeast University|Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University;
School of Civil Engineering, Southeast University|Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University;
School of Civil Engineering, Southeast University|Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University;
Initial flaws; Steel frame structures; Seismic demand; Seismic capacity; Fragility curve;
机译:梁柱连接中初始缺陷的钢框架结构的地震脆性分析
机译:通过地震脆弱性分析比较RWS和WFP光束柱连接的钢框架
机译:柱突然损失下具有各种地震连接的钢制矩型框架的易损性分析
机译:填充钢板改装钢框架结构的地震脆性分析
机译:1960年代,1980年代和2010年在加拿大设计的钢制抗弯框架(MRF)的地震脆性分析。
机译:考虑PR连接和重力框架影响的3D钢结构建筑物的地震响应
机译:带销-梁-柱连接和屈曲约束支撑的钢框架系统的初步地震分析
机译:平面框架结构的地震易损性分析