EXPERIMENT ON SHEAR BEHAVIOR OF L-SHAPED SECTION BROAD-LIMB COLUMNS SUBJECTED TO LOW CYCLIC LOADING

Dign Xiaoyan; Wang Tiecheng

doi:10.13204/j.gyjz200804010

Volume 38 Issue 4

Dec. 2014

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Dign Xiaoyan, Wang Tiecheng. EXPERIMENT ON SHEAR BEHAVIOR OF L-SHAPED SECTION BROAD-LIMB COLUMNS SUBJECTED TO LOW CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 36-40. doi: 10.13204/j.gyjz200804010

Citation:

Dign Xiaoyan, Wang Tiecheng. EXPERIMENT ON SHEAR BEHAVIOR OF L-SHAPED SECTION BROAD-LIMB COLUMNS SUBJECTED TO LOW CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 36-40. doi: 10.13204/j.gyjz200804010

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EXPERIMENT ON SHEAR BEHAVIOR OF L-SHAPED SECTION BROAD-LIMB COLUMNS SUBJECTED TO LOW CYCLIC LOADING

doi: 10.13204/j.gyjz200804010

Dign Xiaoyan¹,
Wang Tiecheng²

1.
1. Luohe Professional and Technical University,Luohe 462000;
2.
2. College of Architectural Engineering,Tianjin University,Tianjin 300072

Received Date: 2007-12-05
Publish Date: 2008-04-20

Abstract

Abstract

On the basis of the experiment on shear failure of 11 L-shaped section broad-limb frame columns subjected to low cyclic loading, the influence of horizontal looading angle, embedded column and ratio of section width to height on its shear behavior has been analyzed as well a selements. shear failure mechanism. From the results it is indicated that L-shaped section broad-limb-columns have higher shear strength with oblique loads. The embedded column with proper bar would reinforce members. shear strength and ductility. The members. brittleness will rise with ratio of its section height to width increasing inthe process of shear failure.
- L-shaped section broad-limb column angle of loading embedded column ratio of section height to width shear behavior,