ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP

Wang Tiecheng; Wang Yuliang; Jiang Weishan

doi:10.13204/j.gyjz200903011

Volume 39 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(3): 32-35

LIN Yongjun, XU Wenqiang, ZHANG Xianzhao, LIU Kaiqi. SHEAR MECHANISM AND BOND STRENGTH CALCULATION OF NEW-TO-OLD CONCRETE INTERFACE WITH ANCHOR BARS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 72-83. doi: 10.13204/j.gyjzG20080511

Citation:

Wang Tiecheng, Wang Yuliang, Jiang Weishan. ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 32-35. doi: 10.13204/j.gyjz200903011

Citation:

Wang Tiecheng, Wang Yuliang, Jiang Weishan. ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 32-35. doi: 10.13204/j.gyjz200903011

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ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP

doi: 10.13204/j.gyjz200903011

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China

Received Date: 2008-04-15
Publish Date: 2009-03-20

Abstract

Abstract

Based on the test data, the function of stirrup in SRC joints and the feasibility of SRC joints without stirrup are discussed, also the hysteretic behavior and capacity of bearing loads of non-stirrup SRC joints with thickened web are analyzed. It is indicated that SRC joints with thickened web and drawing steel set on longitudinal bar of columns can be satisfied with the requirement of deformation capacity and ductility of specimens, and the stirrup in SRC joints has not to be set, which is inconvenient. The utilization ratio of thickened web is put forward, also the formula of bearing capacity and reinforced measure are given.
- steel reinforced concrete joint,
- no stirrup,
- mechanical Property,
- thickened web,
- bearing capacity

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References(5)

References

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[2] .唐九如, 陈雪红. 劲性钢筋混凝土梁柱节点与抗剪强度[J]. 建筑结构学报, 1990(4): 28-36.

[3] .日本建筑学会. 铁骨铁筋コンタリ一ト造算规同解说[S]. 日本建筑学会, 2001: 175-177.

[4] .薛建阳. 型钢混凝土节点抗震性能及构造方法[J]. 世界地震工程, 2002,18(2): 61-64.

[5] .刘维亚, 张兴武, 姜维山, 等. 型钢混凝土组合结构构造与计算手册[M]. 北京: 中国建筑工业出版社, 2004: 60-62.

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