ANALYSIS OF A COMPOSITE STRUCTURAL SYSTEM COMPOSED OF CABLE STAYED BRIDGES WITH GIANT WHEELS

Wang Xiaodun; Chen Zhihua; Zhao Jianbo; Yan Xiangyu

doi:10.13204/j.gyjz200707026

Volume 37 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(7): 89-91

Guo Biao, Gong Xiaonan, Lu Mengmeng, Li Ying. CONSOLIDATION BEHAVIOR ANALYSIS OF MULTI-LAYERED SAND DRAINS FOUNDATION WITH VARYING HORIZONTAL PERMEABILITY COEFFICIENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 88-95. doi: 10.13204/j.gyjz201004020

Citation:

Wang Xiaodun, Chen Zhihua, Zhao Jianbo, Yan Xiangyu. ANALYSIS OF A COMPOSITE STRUCTURAL SYSTEM COMPOSED OF CABLE STAYED BRIDGES WITH GIANT WHEELS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 89-91. doi: 10.13204/j.gyjz200707026

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ANALYSIS OF A COMPOSITE STRUCTURAL SYSTEM COMPOSED OF CABLE STAYED BRIDGES WITH GIANT WHEELS

doi: 10.13204/j.gyjz200707026

1.
School of Civil Engineering,Tianjin University Tianjin 300072

Received Date: 2006-12-25
Publish Date: 2007-07-20

Abstract

Abstract

Taking Tianjin Cihai Bridge as the background,a structural system composed of new cable-stayed bridge with giant wheel is studied to find a more reasonable structural system for Cihai Bridge.On the basis of introducing the general situation of Cihai Bridge,the structural characteristic and load transferring trait are analyzed.It is pointed out that the loads are mainly borne by axial force system.Two structure systems are put forward,one is two-side cable + truss structure system(structural system A),the other is four-side cable + suspension structure system(structural system B).The two structural systems are studied and compared from the aspect of composition,structure and construction.And it comes to that the structural system B is a more rational one.
- cable-stayed bridges,
- giant wheel,
- composite structure system,
- suspensory system,
- vibration

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References(3)

References

陆赐麟,尹思明,刘锡良.现代预应力钢结构.北京:人民交通出版社,2003

[2] 林元培.斜拉桥.北京:人民交通出版社,2004

[3] Kawaguchi M.Conceptual Design of Light Structure//IASS 2004 Symposium.Montpellier:2004

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