机译:弯曲剪切下方钢管柱盲螺栓接头的地震性能
Beijing Univ Technol Beijing Engn Res Ctr High Rise & Large Span Prest Beijing 100124 Peoples R China|Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing 100124 Peoples R China;
Beijing Univ Technol Beijing Engn Res Ctr High Rise & Large Span Prest Beijing 100124 Peoples R China|Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing 100124 Peoples R China;
Beijing Univ Technol Beijing Engn Res Ctr High Rise & Large Span Prest Beijing 100124 Peoples R China;
Univ North Texas Dept Engn Technol Construct Engn Technol Denton TX 76207 USA;
Beijing Univ Technol Beijing Engn Res Ctr High Rise & Large Span Prest Beijing 100124 Peoples R China|Beijing Univ Technol Beijing Key Lab Earthquake Engn & Struct Retrofit Beijing 100124 Peoples R China;
Column-to-column splicing joint; Bending-shear combination; Yielding mechanism; Slip resistance; Yield strength; Prefabricated steel structure;
机译:用芯柱 - 钢梁关节进行混凝土钢管柱地震行为的研究
机译:方形钢管混凝土重力柱钢骨框架办公楼的抗震性能
机译:方钢管混凝土柱与RC梁节点的抗震性能试验
机译:不同轴向压缩比刀叉混凝土钢管柱钢梁接头的地震性能研究
机译:方形框架钢管柱钢矩框架办公楼在重力框架下的抗侧向抗震性能
机译:压电陶瓷换能器在循环荷载下检测方钢管混凝土柱节点的损伤
机译:用钢板螺柱连接混凝土钢管柱和钢筋混凝土梁组成的全鳞状接头的地震性能
机译:常规和大体积sCm混凝土钢管混凝土柱的长期抗震性能。