STUDY OF THE SUSPENDED CABLE-ARCH STEEL ROOF SYSTEM OF ZHENGZHOU INTERNATIONAL CONVENTION AND EXHIBITION CENTER

Tong Liping; Ren Junchao; Tang Bifeng

doi:10.13204/j.gyjz200403020

Volume 34 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(3): 65-67

CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701

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Tong Liping, Ren Junchao, Tang Bifeng. STUDY OF THE SUSPENDED CABLE-ARCH STEEL ROOF SYSTEM OF ZHENGZHOU INTERNATIONAL CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 65-67. doi: 10.13204/j.gyjz200403020

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STUDY OF THE SUSPENDED CABLE-ARCH STEEL ROOF SYSTEM OF ZHENGZHOU INTERNATIONAL CONVENTION AND EXHIBITION CENTER

doi: 10.13204/j.gyjz200403020

1.
1. Zhengzhou University Zhengzhou 450002;
2.
2. Zhengzhou Supervising Station of Engineering Quality Control Zhengzhou 450052

Received Date: 2003-10-25
Publish Date: 2004-03-20

Abstract

Abstract

The steel-roof structure of Zhengzhou International Convention and Exhibition Center uses spatially suspended prestress cable-arch system, which satisfies the needs of internal large space, external long overhanging and uniqueness and lightness in architectural shape.This paper approaches the structural property of the structural layout, construction plan and the damage at each stressing stage.It provides the technical data for increasing the structural security, reliability and economy.It also provides profitable references and engineering accumulations for the design of other similar forms of structure.
- large span structure,
- suspended cable-arch system,
- structural property

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References(3)

References

沈世钊, 徐崇宝, 赵臣.悬索结构设计.北京：中国建筑工业出版社, 1997

[2] 董石麟, 钱若军.空间网格结构分析理论与计算方法.北京：中国建筑工业出版社, 2000

[3] 任俊超, 童丽萍, 赵轶西.郑州国际会展中心展厅钢屋盖的动力特性研究.世界地震工程, 2003(4)

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