Uncertainty analysis on progressive collapse of RC frame structures under dynamic column removal scenarios

2022 ◽  
Vol 46 ◽  
pp. 103811
Author(s):  
Kaiqi Lin ◽  
Zefan Chen ◽  
Yi Li ◽  
Xinzheng Lu
2016 ◽  
Vol 68 (8) ◽  
pp. 423-432 ◽  
Author(s):  
Jian Hou ◽  
Li Song ◽  
Huanhuan Liu

Author(s):  
Bo Zhong ◽  
Ze-Jiang Zhang ◽  
Ya-Qiang Jiang ◽  
Hui Zhu ◽  
Hao Huang

Structures ◽  
2020 ◽  
Vol 25 ◽  
pp. 212-228 ◽  
Author(s):  
Iftikhar Azim ◽  
Jian Yang ◽  
Muhammad Faisal Javed ◽  
Muhammad Farjad Iqbal ◽  
Zafar Mahmood ◽  
...  

2020 ◽  
Vol 27 ◽  
pp. 100986 ◽  
Author(s):  
Iftikhar Azim ◽  
Jian Yang ◽  
Sanjeev Bhatta ◽  
Feiliang Wang ◽  
Qing-feng Liu

2011 ◽  
Vol 243-249 ◽  
pp. 717-723
Author(s):  
Jin Gang Xiong ◽  
Yon Kang Zheng ◽  
Guan Min Cai ◽  
Yan Li

In this paper the analysis is conducted to investigate the progressive collapse resistance of typical reinforced concrete(RC) multi-story frame structures, which are designed according to the China code for seismic design of buildings. The analysis results show that the progressive collapse resistance will be enhanced with the seismic fortification intensity increasing. The progressive collapse resistance of RC frame structures with low seismic fortification intensity are poor. This implies that as for RC frame structures with low seismic or non-seismic demand, close attention must be paid to continuity and ductility in order to prevent progressive collapse.


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