ANALYSIS OF FACTORS FOR THE LOAD-CARRYING PERFORMANCE OF CABLE-STRUT STEEL ARCH

Li Xiumin; Shi Yongjiu; Wang Yuanqing

doi:10.13204/j.gyjz200705024

Volume 37 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(5): 96-99

Li Xiumin, Shi Yongjiu, Wang Yuanqing. ANALYSIS OF FACTORS FOR THE LOAD-CARRYING PERFORMANCE OF CABLE-STRUT STEEL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 96-99. doi: 10.13204/j.gyjz200705024

Citation:

Li Xiumin, Shi Yongjiu, Wang Yuanqing. ANALYSIS OF FACTORS FOR THE LOAD-CARRYING PERFORMANCE OF CABLE-STRUT STEEL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 96-99. doi: 10.13204/j.gyjz200705024

Li Xiumin, Shi Yongjiu, Wang Yuanqing. ANALYSIS OF FACTORS FOR THE LOAD-CARRYING PERFORMANCE OF CABLE-STRUT STEEL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 96-99. doi: 10.13204/j.gyjz200705024

Citation:

Li Xiumin, Shi Yongjiu, Wang Yuanqing. ANALYSIS OF FACTORS FOR THE LOAD-CARRYING PERFORMANCE OF CABLE-STRUT STEEL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 96-99. doi: 10.13204/j.gyjz200705024

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ANALYSIS OF FACTORS FOR THE LOAD-CARRYING PERFORMANCE OF CABLE-STRUT STEEL ARCH

doi: 10.13204/j.gyjz200705024

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2007-01-05
Publish Date: 2007-05-20

Abstract

Abstract

Cable-strut steel arch is modeled by beam,truss and cable elements.To make clear the influence of such factors as strut number,strut length,prestress in cable and the rist to span ratio of arch etc on the loadcarrying performance of this kind of structure,parameter analysis is carried out with a mixed finite element program,from which some useful conclusions are drawn.
- cable-strut steel arch,
- prestressed steel structure,
- strut,
- steel cable

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References(5)

References

[2] 李秀敏,石永久,王元清.索支承实腹式钢拱结构承载性能的试验研究.空间结构,2005,11(3):27-32

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[3] 白正仙.张弦梁结构的理论分析与试验研究:[博士学位论文].天津:天津大学,1998

[4] 李秀敏.索支承实腹式钢拱结构承载性能分析:[硕士学位论文].北京:清华大学,2004

[5] 石小敏,王元清.大跨度索支承实腹式门式刚架钢结构的分析与计算.工业建筑,2003,33(2):68-70

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