机译:中柱拆除工况下单向钢筋混凝土梁平板下部结构的渐进抗倒塌性能试验研究
Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China|Tsinghua Univ, Key Lab Civil Engn Safety & Durabil, Minist Educ, Beijing 100084, Peoples R China;
Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China;
Tsinghua Univ, Key Lab Civil Engn Safety & Durabil, Minist Educ, Beijing 100084, Peoples R China;
Griffith Univ, Griffith Sch Engn, Gold Coast Campus, Brisbane, Qld 4222, Australia;
Tsinghua Univ, Key Lab Civil Engn Safety & Durabil, Minist Educ, Beijing 100084, Peoples R China;
Reinforced concrete frame structure; One-way beam-slab substructure; Progressive collapse resistance; Middle column removal scenario; Experimental investigation;
机译:钢筋混凝土梁平板下部结构抗渐进倒塌的试验研究
机译:不同柱拆除方案下非对称钢筋混凝土空间框架下部结构抗连续倒塌的试验研究
机译:周边柱拆除方案下钢筋混凝土梁板下部结构的渐进抗倒塌数值研究
机译:钢筋混凝土框架结构渐进塌陷性的试验研究
机译:钢筋混凝土结构的渐进抗倒塌能力的分析和实验评估。
机译:钢纤维增强橡胶混凝土抗冻融性的试验研究
机译:中柱故障情景下混凝土钢管管柱和钢梁框架渐进塌陷电阻的实验与理论研究
机译:工业建筑渐进式坍塌的性质与机制。报告3:预制混凝土大面板建筑内部荷载分布及渐进坍塌机理的分析研究