SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING

Li Shuchun; Diao Bo; Ye Yinghua; Gao Changzhong; Cui Haihong

doi:10.13204/j.gyjz200806010

Volume 38 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(6): 30-34,57

Li Shuchun, Diao Bo, Ye Yinghua, Gao Changzhong, Cui Haihong. SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 30-34,57. doi: 10.13204/j.gyjz200806010

Citation:

Li Shuchun, Diao Bo, Ye Yinghua, Gao Changzhong, Cui Haihong. SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 30-34,57. doi: 10.13204/j.gyjz200806010

Citation:

PDF( 0 KB)

SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING

doi: 10.13204/j.gyjz200806010

1.
1. University for Science and Technology Beijing Beijing 102206;
2.
2. The Department of Civil Engineering,Beihang University Beijing 100083;
3.
3. Tieling Municipal Construction Lommittee Tieling 112000

Received Date: 2007-09-19
Publish Date: 2008-06-20

Abstract

Abstract

Anti-seismic behavior and damage analysis of L-shaped section cross column are investigated based on 3 groups of 6 specimens subjected to cyclic loading.The include mechanical performances such as bearing capacity, failure pattern,hysteretic property,declining stiffness etc,are analyzed by the experiments.Research results indicate anti-seismic calculations of the columns should be according to direction of engineering axial and degree 45.
- L-shaped section column,
- cyclical loading,
- anti-seismic behavior,
- damage analysis