EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN

Mao Xiaofei; Yang junjie; Zhag Zhu

doi:10.13204/j.gyjz201011018

Volume 40 Issue 11

May 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 70-74

Guo Gang, Liu Zhong, Yang Song, Zhang Yi, Lu Jingchun. MODEL TEST RESEARCH ON FAILURE MODES OF DIFFERENT EMBEDDED DEPTH UNDERREAMED GROUND ANCHOR UNDER VERTICAL PULLOUT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 123-127,122. doi: 10.13204/j.gyjz201201023

Citation:

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

Citation:

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

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EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN

doi: 10.13204/j.gyjz201011018

1.
1. Architecture design and plan institute of Zhejiang University of Technology,Hangzhou 310014,China;
2.
2. College of Civil Engineering and Architecture,Zhejiang University of Technology,Hangzhou 310014,China;
3.
3. The Architecture Design Institute of Hangzhou,Hangzhou 310001,China

Received Date: 2010-03-16
Publish Date: 2010-11-20

Abstract

Abstract

The shear carrying capacity experiment of Z-shaped column was carried out,through the synthetic analysis of both crack expanding condition and failure modes,the shear failure mechanism and shear failure law were studied,it was obfained the effect of the factors,such as axial compression ratio,shear span ratio,stirrup reinforcement ratio and ratio of section height to section thickness of column 1eg,which affected the shear carrying capacity and ductility capacity of Z-shaped column.And based on the results of the experiment,the regression formula,the formula for the structure design and some suggestions on design of practical projects were presented,which provided a reference for structure designer.
- Z-shaped RC column,
- the shear capacity,
- ratio of axial compression stress to strength,
- experimental study

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References(6)

References

毛晓飞,杨俊杰.不同轴压比条件下Z 形截面柱受剪性能试验研究[J].浙江工业大学学报,2009(2): 221-225.

[2] 曹万林,黄选明,田宝发,等.带暗柱Z 形短柱抗震性能试验研究[J].世界地震工程,2003,19(2):45-50.

[3] 王依群.混凝土异形柱结构理论及应用[M].北京:知识产权出版社,2006:110-115.

[4] 李杰,吴建营,周德源,等.L 形和Z 形宽肢异形柱低周反复荷载试验研究[J].建筑结构学报,2002,23(1):9-15.

[5] JGJ 1492006 《混凝土异形柱结构技术规程》[S].

[6] GB 500102002 《混凝土结构设计规范》[S]

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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