机译:双矩形管组合屈曲约束支撑的破坏机理及端部施工影响研究
Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China|Beijing Engn Res Ctr High Rise & Large Span Prest, Beijing, Peoples R China;
Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China;
Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China|Beijing Engn Res Ctr High Rise & Large Span Prest, Beijing, Peoples R China;
Beijing Jiaotong Univ, Sch Civil Engn, Beijing, Peoples R China;
Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, Beijing, Peoples R China;
assembled buckling-restrained brace; bolt threading failure; core bending failure; end construction; local pressure-bearing failure; strengthened bench;
机译:固定双矩形管固定屈曲约束支撑的端部细节试验研究
机译:固定双矩形管组装屈曲抑制支架的实验研究
机译:管长度公差对带双管自定心屈曲约束支撑的多层建筑物地震响应的影响
机译:三方钢管围绕核心围绕核心元素截止围绕的性能研究
机译:抗震屈曲约束支撑框架系统的分析和大规模实验研究。
机译:气体辅助挤出中双气层的形成机理及其对塑料微管形成的影响
机译:双小屈曲抑制大括号的延性桁架系统的发展:分析研究
机译:高压击穿研究。附录:影响真空中高压绝缘失效的因素及相关机制