机译:基于多阶段的非线性静态程序,用于估计配备有钢缝壁的MRF的地震需求
Hunan Univ, Hunan Prov Key Lab Damage Diag Engn Struct, Changsha, Hunan, Peoples R China|Hong Kong Polytech Univ, Dept Bldg & Real Estate, Hong Kong, Peoples R China;
Hunan Univ, Hunan Prov Key Lab Damage Diag Engn Struct, Changsha, Hunan, Peoples R China;
Hong Kong Polytech Univ, Dept Bldg & Real Estate, Hong Kong, Peoples R China|Hong Kong Polytech Univ, Chinese Natl Engn Res Ctr Steel Construct, Hong Kong Branch, Hong Kong, Peoples R China;
Hunan Univ, Hunan Prov Key Lab Damage Diag Engn Struct, Changsha, Hunan, Peoples R China;
Hunan Univ, Hunan Prov Key Lab Damage Diag Engn Struct, Changsha, Hunan, Peoples R China;
Steel slit wall; Multi-yielding stages; Pushover analysis; Energy-based procedure; Trilinear hysteretic model;
机译:一种基于多级非线性静态静态程序,用于估算配备钢缝墙的钢铁架的地震要求
机译:具有非线性粘液阻尼器的钢MRF结构简化的地震设计步骤
机译:非线性静力法估算钢板剪力墙的地震反应
机译:用于估算混合钢矩形框架抗震响应的基于能量的非线性静态程序
机译:具有非线性粘性阻尼器的MRF钢结构在地震作用下的大规模实验,数值和设计研究。
机译:预制轻钢框架低能耗复合墙结构抗震性能的试验研究
机译:钢框架的地震性能配备屈曲抑制的括号(BRBs),使用非线性静态和动态分析