机译:双向荷载作用下钢筋混凝土框架中梁柱节点的抗剪性能
Beijing Univ Technol Key Lab Earthquake Engn & Struct Retrofit Beijing 100124 Peoples R China|Beijing Univ Technol Dept Civil Engn Beijing 100124 Peoples R China;
Beijing Univ Technol Key Lab Earthquake Engn & Struct Retrofit Beijing 100124 Peoples R China|Beijing Univ Technol Dept Civil Engn Beijing 100124 Peoples R China|Henan Univ Urban Construct Dept Civil & Transportat Engn Pingdingshan Peoples R China;
Yanshan Univ Sch Architecture Engn & Mech Qinhuangdao Hebei Peoples R China;
Beijing Univ Technol Coll Architecture & Civil Engn Beijing Peoples R China;
bidirectional loading; joint; multidimensional earthquake excitation; shear strength; strut-and-tie model;
机译:轴向荷载和双向荷载的变化对GFRP加固钢筋混凝土外柱节点的抗震性能的影响
机译:受剪扭扭组合的钢筋混凝土外梁柱节点的结构性能
机译:钢筋混凝土框架关节的剪切能力经受任意水平载荷
机译:地震荷载作用下钢筋混凝土框架梁柱节点的抗剪强度评估
机译:钢筋混凝土梁柱连接处在地震横向荷载作用下的联合剪切特性。
机译:可变形的聚氨酯接头和纤维网用于钢筋砖填充钢筋混凝土框架的弹性地震性能
机译:钢筋混凝土梁柱节点抗震加固时的节理剪切性能
机译:具有非延性细节的钢筋混凝土框架结构的抗震性能。第1部分:全尺寸梁柱节点试验的实验结果总结