SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL

Zhang Wenbing; Zhang Chenghua; Huang Wei; Xu Qin; Chen Haiyan

doi:10.13204/j.gyjz201208007

Volume 42 Issue 8

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 33-36

Zhang Wenbing, Zhang Chenghua, Huang Wei, Xu Qin, Chen Haiyan. SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 33-36. doi: 10.13204/j.gyjz201208007

Citation:

Zhang Wenbing, Zhang Chenghua, Huang Wei, Xu Qin, Chen Haiyan. SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 33-36. doi: 10.13204/j.gyjz201208007

Citation:

Zhang Wenbing, Zhang Chenghua, Huang Wei, Xu Qin, Chen Haiyan. SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 33-36. doi: 10.13204/j.gyjz201208007

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SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL

doi: 10.13204/j.gyjz201208007

1.
1. Northwestern Polytechnical University,Xi'an 710072,China;
2.
2. Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China

Received Date: 2012-04-17
Publish Date: 2012-08-20

Abstract

Abstract

In order to facilitate further promotion of the ecological composite wall, it was proposed a site walling ribecological composite wall, and research on the shear capacity calculation was done．The test of an ecological energysaving composite wall with 1/2scale under low-frequency cyclic loading was carriedout, and the test results wereanalyzed．It was analysed the main influencing factors of the shear strength of diagonal section of the now buildingstiffening rib ecological composite wall based on the experimental study．The general formula for the calculation of theshear capacityof the now building stiffening rib ecological composite wall was proposed based on related information, and applicable conditions of the formula were presented．By comparison between numerical simulation and test result, the calculation formula of shear bearing capacity of diagonal section of the composite wall was deduced, which couldbe used to guide practical engineering with relatively high precision and very clear concept．
- site walling stiffening ribs ecological composite wall,
- experimental study,
- shear bearing capacity

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References(7)

References

黄炜,姚谦峰,章宇明,等.密肋复合墙体抗震性能及设计理论研究[J].西安建筑科技大学学报:自然科学版,2005,37(1):29-34.

[2] 姚谦峰,黄炜,田杰,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报,2004(6):67-74.

[3] 黄炜,姚谦峰,章宇明,等.内填砌体的密肋复合墙体极限承载力计算[J].土木工程学报,2006,39(3):68-75.

[4] Salonikios T N,Kappos A J,Tegos I A.Cyclic Loadbehavior ofLow-Slenderness Reinforced Concrete Walls:Failure Modes.Strength and Deformation Analysis,and Design Implication[J].ACI Structure Journal,2000,97(1):132-141.

[5] Christian Greifenhagen,Pierino Lestuzzi.Static Cyclic Tests onLightly Reinforced Concrete Shear Walls[J].EngineeringStructures,2005,27(11):1703-1712.

[6] Salonikios T N,Kappos A J,Tegos I A.Cyclic Load Behavior ofLow-Slenderness Reinforced Concrete Walls:Design Basis andTest Results[J].ACI Structure Journal,1999,96(4):649-660.

[7] GB500112001建筑抗震设计规范[S].

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