NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS

Zhang Yuhui; Zhao Zhonghu; Ju Yang

doi:10.13204/j.gyjz200403018

Volume 34 Issue 3

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(3): 57-61,79

Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011

Citation:

Zhang Yuhui, Zhao Zhonghu, Ju Yang. NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 57-61,79. doi: 10.13204/j.gyjz200403018

Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011

Citation:

Zhang Yuhui, Zhao Zhonghu, Ju Yang. NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 57-61,79. doi: 10.13204/j.gyjz200403018

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NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS

doi: 10.13204/j.gyjz200403018

1.
Lab of Fracture &Damage Mechanics of Rocks &Concrete,China University of Mining &Technology Beijing 100083

Received Date: 2003-11-12
Publish Date: 2004-03-20

Abstract

Abstract

In this paper, the recent research on collapse mechanism, failure criterion and numerical simulation of RC frames under earthquake force is introduced, and the main problems and the development trend in the present research are also analyzed.
- RC,
- frame structure,
- collapse

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References(41)

References

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