机译:嵌入式冷弯薄壁钢桁架钢筋混凝土蹲墙的抗震性能
Chongqing Univ, Sch Civil Engn, 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, Sch Civil Engn, Chongqing 400045, Peoples R China;
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China;
Univ Southern Calif, Dept Civil & Environm Engn, Los Angeles, CA 90007 USA;
Wall; Composite structure; High-rise building; Seismic design; Cold-formed and thin walled steel; Parametric analysis; Finite element analysis;
机译:高层建筑用嵌入式钢桁架混凝土组合剪力墙的抗震性能
机译:冷弯薄壁钢管桁架剪力墙的地震反应研究与非线性数值分析
机译:低层建筑蹲薄钢筋混凝土墙的地震性能
机译:矩形横截面钢筋混凝土枝条剪力墙抗震性能的垂直缝效应
机译:创新型钢筋配置的钢筋混凝土连接梁和矩形蹲墙抗震性能的试验研究。
机译:竖向配筋的再生混凝土砖墙抗震性能试验研究
机译:钢板冷轧段钢嵌入式高强度混凝土低层剪切墙抗震性能