STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES

Wu Xi; Yu Jisheng; Zhang Zhaoping; Fang Xingxing; Zhang Yulei; Chang Yongqiang

doi:10.13204/j.gyjz201312025

Volume 43 Issue 12

Dec. 2014

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Wu Xi, Yu Jisheng, Zhang Zhaoping, Fang Xingxing, Zhang Yulei, Chang Yongqiang. STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 133-137. doi: 10.13204/j.gyjz201312025

Citation:

Wu Xi, Yu Jisheng, Zhang Zhaoping, Fang Xingxing, Zhang Yulei, Chang Yongqiang. STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 133-137. doi: 10.13204/j.gyjz201312025

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STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES

doi: 10.13204/j.gyjz201312025

1.
China Construction Steel Structure Co. Ltd,Shanghai 200120,China

Received Date: 2013-06-14
Publish Date: 2013-12-20

Abstract

Abstract

Geometry and stiffness of assembled flexible structure are different because of changes in tensioning process and construction sequence. Seeking rational applying sequence is the key to the construction technology. Using the finite element simulation method，and combining with the Nanjing expo center project it was studied the construction sequence of large-span beam string structures. As example，three typical construction sequences' variation tendency of cable force and displacement was analyzed，and then their curves were given. In the end, according to the structure forming state by different construction sequence，some recommendations for selecting construction method are made.
- beam string structure,
- construction sequence,
- finite element method,
- steel structure

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References

[2] 蒋友宝, 冯健.张弦梁结构若干参数对承载性能的影响分析[J].工业建筑, 2008, 38(1):103-106.

郭彦林, 刘学武.大型复杂钢结构施工力学问题及分析方法[J].工业建筑, 2007, 37(9): 1-8.

[3] 李明义, 伊永忠.张弦梁结构的 ANSYS 数值分析探讨［J].工业建筑, 2012, 42(增刊):242-243.

[4] 王帆, 舒宣武.张弦梁结构设计中几个概念问题的探讨［J].工业建筑, 2004, 34(10):69-71.

[5] 周焕廷, 袁健.索网结构找形分析及其在 ANSYS 中的实现[J].水利与建筑工程学报, 2007, 5(4):19-21.

[6] 高恒.大跨预应力张弦结构的试验研究及其 ANSYS 二次开发[D].北京:北京航空航天大学, 2006.

[7] 齐永胜, 刘爱华.张弦梁结构预应力张拉有限元模拟方法比较[J].山西建筑, 2005, 31(9):3-4.

[8] 宋杰, 陈鲁.南京会议展览中心张弦梁索力测试研究［J].施工技术, 2009, 38(12):103-106.

[9] 余道华, 李扬.基于磁通量法的钢索拉力测量实验研究［J].电子质量, 2008(11):25-27.

[10] 郝超,裴岷山.斜拉桥索力测试新方法-磁通量法［J].公路, 2000(11):30-31.

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