REPETITIVE LOADING TEST OF RC FRAME STRUCTURES WITH SPECIAL SHAPED COLUMNS AND NUMERICAL SIMULATION

Luo Youxin; Diao Bo; Li Shuchun; Hao Zhihong

doi:10.13204/j.gyjz200808013

Volume 38 Issue 8

Dec. 2014

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Luo Youxin, Diao Bo, Li Shuchun, Hao Zhihong. REPETITIVE LOADING TEST OF RC FRAME STRUCTURES WITH SPECIAL SHAPED COLUMNS AND NUMERICAL SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 46-49,82. doi: 10.13204/j.gyjz200808013

Citation:

Luo Youxin, Diao Bo, Li Shuchun, Hao Zhihong. REPETITIVE LOADING TEST OF RC FRAME STRUCTURES WITH SPECIAL SHAPED COLUMNS AND NUMERICAL SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 46-49,82. doi: 10.13204/j.gyjz200808013

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REPETITIVE LOADING TEST OF RC FRAME STRUCTURES WITH SPECIAL SHAPED COLUMNS AND NUMERICAL SIMULATION

doi: 10.13204/j.gyjz200808013

1.
1. Department of Civil Engineering,Beihang University Beijing 100083;
2.
2. Beijing Urban Engineering Design &Research Institute Co.,Ltd. Beijing 100037

Received Date: 2007-10-24
Publish Date: 2008-08-20

Abstract

Abstract

Low-cyclic loading tests were made on two RC frame structures,each of which was made up of two L section and one T section columns.Several aspects,such as the test phenomena,failure characters,hysteretic curves and deformation performances,are described and analyzed.Analysis result shows that 2 story RC frame structure has good seismic performances.Besides,nonlinear analysis software MARC is used to simulate the framework curve and the sequence of plastic hinges,the results of the analysis have good coincidence with those of the tests.
- special shaped columns,
- frame structure,
- plastic hinge,
- hysteretic curve,
- MARC