Experimental Study on Progressive Collapse Resistance of Reinforced Concrete Frame Structures

被引：1
|
作者：
Zheng, Yongkang [1 ]
Xiong, Jingang [1 ]
Wu, Zhaoqiang [1 ]
He, Yinong [1 ]
机构：
[1] Nanchang Univ, Sch Architectural Engn, Nanchang 330031, Peoples R China
来源：
FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8 | 2011年 / 71-78卷
关键词：
Experimental study; Progressive collapse; Reinforced concrete; Frame structure;
D O I：
10.4028/www.scientific.net/AMM.71-78.871
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The progressive collapse of the frame structure is simulated with testing a 1/3 scale, 4x2-bay and 3-storey reinforced concrete spatial frame in this paper. The experimental model was designed according to the non-seismic resistance demand, and the middle-side column of the bottom floor was replaced by a mechanical jack to simulate its initial local damage. Based on the experimental results, the applied load process and the load transferring mechanism of the model frame are analyzed. The progressive collapse-resisting performance of reinforced concrete frames with non-seismic demand are obtained.
引用
收藏
页码：871 / 875
页数：5
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