ANALYSIS OF CALCULATION OF SHEAR CAPACITY OF NODE CORE ZONE IN Z- SHAPED COLUMN FRAME

Xu Jufen; Yang Junjie; Xu Liangde

doi:10.13204/j.gyjz2011205016

Volume 42 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(5): 90-93,97

Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015

Citation:

Xu Jufen, Yang Junjie, Xu Liangde. ANALYSIS OF CALCULATION OF SHEAR CAPACITY OF NODE CORE ZONE IN Z- SHAPED COLUMN FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 90-93,97. doi: 10.13204/j.gyjz2011205016

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ANALYSIS OF CALCULATION OF SHEAR CAPACITY OF NODE CORE ZONE IN Z- SHAPED COLUMN FRAME

doi: 10.13204/j.gyjz2011205016

1.
1. Taizhou Vocational &Technical College,Taizhou 318000,China;
2.
2. College of Civil Engineering and Architecture,Zhejiang University of Technology;Hangzhou 310014,China

Received Date: 2011-11-24
Publish Date: 2012-05-20

Abstract

Abstract

Under low cyclic loading,6 interior frame nodes of Z-shaped concrete columns with 1 /2 scale were tested.The fracture morphology of frame nodes of Z-shaped columns was obtained.The limits of shear capacity of frame node core zone were measured,and the check values of shear capacity of node core zone were calculated by the formulas in current related standards.Through the analysis of comparison between test values and standard calculation values,the deviations of shear capacity of node core zone of Z-shaped columns calculated by current standard were obtained.The conclusion may be a reference for the design and calculation of Z-shaped concrete columns in practical projects．
- Z-shaped concrete column,
- frame node,
- low-cyclic loading,
- shear capacity

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References(3)

References

[2] GB 500102002 混凝土结构设计规范[S].

JGJ 1492006 混凝土异形柱结构技术规程[S].

[3] JGJ 32002 高层建筑混凝土结构技术规程[S].

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