机译:扭结的钢筋配置,用于在中间列删除方案下提高RC帧的渐进崩溃行为
Tsinghua Univ Dept Civil Engn Educ Minist Key Lab Civil Engn Safety & Durabil China Beijing 100084 Peoples R China;
Tsinghua Univ Dept Civil Engn Educ Minist Key Lab Civil Engn Safety & Durabil China Beijing 100084 Peoples R China|Southeast Univ Dept Civil Engn Key Lab Concrete & Prestressed Concrete Struct Ch Educ Minist Nanjing 210096 Peoples R China;
Tsinghua Univ Dept Civil Engn Educ Minist Key Lab Civil Engn Safety & Durabil China Beijing 100084 Peoples R China;
Southeast Univ Dept Civil Engn Key Lab Concrete & Prestressed Concrete Struct Ch Educ Minist Nanjing 210096 Peoples R China;
Reinforced concrete (RC) frame; Plastic hinge relocation; Kinked rebar (KB); Progressive collapse; Middle column removal scenario;
机译:一种新颖的扭结钢筋配置,可同时提高RC框架结构的抗震性能和抗倒塌性
机译:钢筋混凝土平板亚结构受边柱和边内柱去除的渐进倒塌行为试验研究
机译:侧柱拆卸场景下钢筋混凝土框架的渐进抗倒塌性:机理解释
机译:GFRP加固的RC子结构在移柱情况下的渐进抗倒塌性
机译:RC柱的GFRP抗震升级,在塑料铰链区域中包含搭接钢筋。
机译:基于数值分析的腐蚀对抗压拱动作和裂纹作用的影响抵抗逐步崩溃
机译:侧柱拆卸场景下钢筋混凝土框架的渐进抗倒塌性:机理解释