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Experimental study on the progressive collapse behaviour of RC flat plate substructures subjected to corner column removal scenarios

机译：RC平板次结构对角柱去除方案进行RC平板子结构的实验研究

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Fuhao Ma; Benoit P. Gilbert; Hong Guan; Huizhong Xue; Xinzheng Lu; Yi Li;
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年度 2019
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1. Experimental study on the progressive collapse behaviour of RC flat plate substructures subjected to corner column removal scenarios [J] . Ma Fuhao, Gilbert Benoit P., Guan Hong, Engineering Structures . 2019,第FEBa1期

机译：角柱拆除场景下RC平板子结构渐进倒塌行为的试验研究
2. Experimental study on the progressive collapse behaviour of RC flat plate substructures subjected to edge-column and edge-interior-column removal scenarios [J] . Engineering Structures . 2020,第Apra15期

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
3. Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario [J] . Lu Xinzheng, Lin Kaiqi, Li Yi, Engineering Structures . 2017,第octa15期

机译：钢筋混凝土梁平板下部结构抗渐进倒塌的试验研究
4. Progressive Collapse Resistance of GFRP Strengthened RC Substructures under a Column-Removal Scenario [C] . Peng Feng, Han-Lin Qiang, Wei-Hong Qin, Structures congress . 2018

机译：GFRP加固的RC子结构在移柱情况下的渐进抗倒塌性
5. Experimental study of post-tensioned flat plate exterior slab-column connections subjected to gravity and biaxial loading [D] . Martinez-Cruzado, Jose Antonio 1993

机译：重力和双轴载荷作用下后张式平板外部板-柱连接的试验研究
6. Four-corner fusion method using a bioabsorbable plate for scapholunate advanced collapse and scaphoid nonunion advanced collapse wrists: a case series study [O] . Yukichi Zenke, Toshihisa Oshige, Kunitaka Menuki, 2020

机译：四角融合方法采用生物可吸收板用于扫描液高级折叠和佐载性壬座高级折叠手腕：案例系列研究
7. Experimental studies of 3D RC substructures under exterior and corner column removal scenarios [O] . Lim NS, Tan KH, Lee CK 2017

机译：外部和角柱移除场景下的3D RC子结构的实验研究
8. Experimental and Computational Study of Reinforced Concrete Assemblies under a Column Removal Scenario [R] . Lew, H. S., Bao, Y., Sadek, F., 2011

机译：柱除去情形下钢筋混凝土组合的试验与计算研究

Experimental study on the progressive collapse behaviour of RC flat plate substructures subjected to corner column removal scenarios

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