机译:用于CFS框架钢板连接钢板护套剪力墙的循环实验,具有新的配置
Johns Hopkins Univ Dept Civil & Syst Engn 3400 North Charles St Baltimore MD 21218 USA;
Univ Calif San Diego Dept Struct Engn La Jolla CA 92093 USA;
Univ Massachusetts Dept Civil & Environm Engn 130 Nat Resources Rd Amherst MA 01003 USA;
Johns Hopkins Univ Dept Civil & Syst Engn 3400 North Charles St Baltimore MD 21218 USA;
Univ Massachusetts Dept Civil & Environm Engn 130 Nat Resources Rd Amherst MA 01003 USA;
Univ Calif San Diego Dept Struct Engn La Jolla CA 92093 USA;
Johns Hopkins Univ Dept Civil & Syst Engn 3400 North Charles St Baltimore MD 21218 USA;
Earthquake engineering; Cold-formed steel; Steel sheet sheathed shear walls; Fastener shear connections; Cyclic testing;
机译:用钢板和石膏板护套新型冷钢框架剪力墙剪切电阻的仿真研究
机译:具有0.686 mm,0.762 mm和0.838 mm钢板护套的冷弯型钢框架剪力墙的抗剪强度
机译:数值评估:AISI S400钢套CFS框架剪力墙抗震设计方法
机译:波纹钢板护套冷弯钢框架剪力墙的优化:实验与动力学分析
机译:冷弯型钢框架剪力墙,带波纹钢板。
机译:钢套剪力墙在地震和火荷载作用下的行为
机译:CFRP和钢板用外部加固的剪力墙性能对抗隆起
机译:剪切加载螺栓钢板连接的失效模式