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

Zhou Xuan; Zeng Zhixing

doi:10.13204/j.gyjz201101006

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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

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

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

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