机译:高强度冷成型钢框架剪力墙,带钢板护套
Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing Peoples R China;
Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing Peoples R China;
Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing Peoples R China;
Univ North Texas Dept Mech Engn Denton TX 76203 USA;
Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing Peoples R China;
Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing Peoples R China;
Cold-formed steel; High-strength shear walls; Steel sheet sheathing; Nominal shear strength; Effective strip method;
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:钢板护套冷弯钢框架剪力墙设计的有效带钢法
机译:冷弯型钢剪力墙钢框架的理论分析与试验
机译:0.027英寸,0.030英寸,0.033英寸钢板护套的冷弯型钢框架剪力墙组件的抗剪强度
机译:钢板和木基护套冷弯型钢框架剪力墙的解析模型。
机译:梯形波纹钢板对钢框架的剪切滞后和耗能的实验研究
机译:更新了每FEMA P-58方法的冷成型钢框架剪力墙的地震脆性功能