ANALYSIS AND DESIGN OF STEEL ROOF STRUCTURE OF STADIUM IN LIDU NEW DISTRICT SPORTS CENTER

Fu Kai; Dai Guoxin; Gao Peijun; Ni Shaoping

doi:10.13204/j.gyjz201307032

Volume 43 Issue 7

Dec. 2014

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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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Fu Kai, Dai Guoxin, Gao Peijun, Ni Shaoping. ANALYSIS AND DESIGN OF STEEL ROOF STRUCTURE OF STADIUM IN LIDU NEW DISTRICT SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 145-149. doi: 10.13204/j.gyjz201307032

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ANALYSIS AND DESIGN OF STEEL ROOF STRUCTURE OF STADIUM IN LIDU NEW DISTRICT SPORTS CENTER

doi: 10.13204/j.gyjz201307032

1.
1. Key Laboratory of New Technology for Construction of Cities in Mountain Area Ministry of Education School of Civil Engineering,Chongqing University,Chongqing 400045,China;
2.
2. Urban Construction Design &Research Institute,Beijing 100120,China

Received Date: 2013-02-20
Publish Date: 2013-07-20

Abstract

Abstract

The combination of skeleton structure and tension membrane structure is adopted in the roof of Lidu New District Sport Center Stadium which comprises two crescent-type spatial structures.The main structure is composed of spatial truss, which consists of large tension bars and compression bars, and arch truss with 245.6 m span.The difficulty in this project is the outerplanar bending of the arch truss due to the limitation of the site.Combining the specific structure design, the static and dynamic performance and optimizations of structural design were introduced in detail.The effects of temperature and wind load on large-span structure was also analyzed.
- roof structure,
- structural system,
- static characteristic,
- dynamic characteristic,
- stability

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References(11)

References

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