机译:基于多模态分析的简化地震设计方法,用于高层框架钢板剪力墙双结构
Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China;
Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China;
Chongqing Jiaotong Univ Sch Civil Engn Chongqing 400074 Peoples R China;
China Earthquake Adm Inst Engn Mech Key Lab Earthquake Engn & Engn Vibrat Harbin 150080 Peoples R China;
Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China;
Steel plate shear wall; SDOF oscillator; Dual structural system; Performance-based seismic design; Seismic demand;