THE STRUCTURAL ARRANGEMENT AND DETAILING OF HOT ROLLED H-SHAPED STEEL HINGED RIGID TRUSS STRUCTURE OF SINGAPORE UNIVERSAL STUDIO PROJECT

Sun Chuan-hua; Miao You-wu; Zhang Hai-jun; Zhao Jian-guo; Xue Ling-xiang

doi:10.13204/j.gyjz201209003

Volume 42 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(9): 11-14

WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305

Citation:

Sun Chuan-hua, Miao You-wu, Zhang Hai-jun, Zhao Jian-guo, Xue Ling-xiang. THE STRUCTURAL ARRANGEMENT AND DETAILING OF HOT ROLLED H-SHAPED STEEL HINGED RIGID TRUSS STRUCTURE OF SINGAPORE UNIVERSAL STUDIO PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 11-14. doi: 10.13204/j.gyjz201209003

WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305

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THE STRUCTURAL ARRANGEMENT AND DETAILING OF HOT ROLLED H-SHAPED STEEL HINGED RIGID TRUSS STRUCTURE OF SINGAPORE UNIVERSAL STUDIO PROJECT

doi: 10.13204/j.gyjz201209003

1.
China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2012-04-28
Publish Date: 2012-09-20

Abstract

Abstract

The hinged rigid frame structures are used for Singapore Universal Studio Project, with which a spatial structure system is formed by installing column, truss, tie beam between columns (or wall beam), column bracing and roof support, which can be used to hold the vertical loads and horizontal loads.It is introduced in detail the support layout principle, the method to special problems, and the design scheme of joint, purline and wall of the hot rolled H-shaped steel hinged rigid truss structure, it is expected to promote the application of this structure in other projects．
- hot rolled H-shaped steel,
- rigid frame structures,
- joint construction

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References(4)

References

[2] 曹辉，雷阳，蒲爽，等.浅析节点及支座刚(铰) 接对轻钢墙体结构性能的影响[J].中国新技术新产品，2012(2): 189.

曾志攀.刚桁架结构厂房的设计[J].钢结构，2007，22 (6 ):42-45.

[3] 张全民，陈友明，冯建华，等.深圳会议展览中心钢结构工程施工测量技术[J].建筑技术，2004(12): 917-918.

[4] 沈雁彬，郑君华，罗尧治.北京北站张弦桁架结构模型试验研究[J].建筑结构学报，2010，31(11): 51-56.

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