Key Components for RC Frame Structure during Progressive Collapse

Article Preview

Abstract:

To illustrate the changes of important components during progressive collapse, this paper sums up the judgment method for important components. Based on the alternate path method and the concept of sensitivity analysis, we determine the key component of a RC frame structure. Then the changes of important components during progressive collapse are given. The results show that the location of key components changing with the structure damage in the process of progressive collapse.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1097-1100

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Ellingwood BR. Mitigating risk from abnormal loads and progressive collapse. J Perf Constr Fac, ASCE 2006; 20(4): 315-23.

DOI: 10.1061/(asce)0887-3828(2006)20:4(315)

Google Scholar

[2] Hu Xiaobin, Qian Jiaru. Dynamic effect analysis during progressive collapse of a single-story steel plane frame [J]. Engineering Mechanics, 2008, 25(6): 38-43.

Google Scholar

[3] Qian Jiaru, Hu Xiaobin. Dynamic effect analysis of progressive collapse of multi-story steel frames[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(2): 8-14.

Google Scholar

[4] Zhou Jian, Chen Suwen, Su Jun, et al. Progressive collapse analysis of a building in Hongqiao Communication Junction[J]. Journal of Building Structures, 2010, 31(5): 174-180.

Google Scholar

[5] Jiang Xiaofeng, Chen Yiyi. A review on the progressive collapse and control design of building structures[J]. China Civil Engineering Journal, 2008, 41(6): 1-8.

Google Scholar

[6] Cai Jianguo, Wang Fenglan, Feng Jian, et al. Discussion on the progressive collapse analysis of long-span space structures[J]. Engineering Mechanics, 2012, 29(3): 143-149.

Google Scholar