STRUCTURAL OPTIMIZATION ON LATERAL BRACING OF TUBULAR STEEL SCAFFOLD JOINING BY COUPLERS

Zhou Xuan; Zeng Zhixing

doi:10.13204/j.gyjz201101006

Volume 41 Issue 1

Dec. 2014

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Abstract

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Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006

Citation:

Zhou Xuan, Zeng Zhixing. STRUCTURAL OPTIMIZATION ON LATERAL BRACING OF TUBULAR STEEL SCAFFOLD JOINING BY COUPLERS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 23-25. doi: 10.13204/j.gyjz201101006

Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006

Citation:

Zhou Xuan, Zeng Zhixing. STRUCTURAL OPTIMIZATION ON LATERAL BRACING OF TUBULAR STEEL SCAFFOLD JOINING BY COUPLERS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 23-25. doi: 10.13204/j.gyjz201101006

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STRUCTURAL OPTIMIZATION ON LATERAL BRACING OF TUBULAR STEEL SCAFFOLD JOINING BY COUPLERS

doi: 10.13204/j.gyjz201101006

1.
College of Civil Engineering,Huaqiao University,Quanzhou 362021,China

Received Date: 2010-06-07
Publish Date: 2011-01-20

Abstract

Abstract

The paper constructed the model of the Tube and Couple Scaffold(TCS) system about projects by investigating the spot and making use of SAP 2000 finite element analysis software,and obtained an optimization scheme which erected lateral bracing through researching it.At the same time,the paper also considered how vertical distance,horizontal distance and step effected the stability bearing capacity when they were changed.At last,the paper proposed a new suggestion to further optimize that scheme.
- couple scaffold,
- SAP 2000,
- lateral bracing,
- optimization

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References(6)

References

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[3] 徐崇宝, 张铁静, 潘景龙, 等.双排扣件式钢管脚手架工作性能的理论分析与试验研究[J].哈尔滨建筑工程学院学报, 1989(2):38－55.

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