The Basic Differential Equations of Self-Anchored Cable-Stayed Suspension Bridge

被引：6
|
作者：
Wang Hui-Li [1 ]
Qin Si-Feng [2 ]
Zhang Zhe [1 ]
Huang Cai-Liang [1 ]
Xu Wen-Jun [1 ]
机构：
[1] Dalian Univ Technol, Bridge Engn Res Inst, Dalian 116085, Peoples R China
[2] Dalian Univ, Res Ctr Numer Tests Mat Failure, Dalian 116622, Peoples R China
来源：
MATHEMATICAL PROBLEMS IN ENGINEERING | 2010年 / 2010卷
基金：
中国国家自然科学基金;
关键词：
All Open Access; Hybrid Gold; Green;
D O I：
10.1155/2010/805195
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The static behavior of self-anchored cable-stayed suspension bridge under vertical load is described with the continuum method. Based on the partition generalized variation principle, considering the compression-bending coupling effect of the main girder and the tower, the large displacement incomplete generalized potential energy functional of three-span self-anchored cable-stayed suspension bridge is established. Then, the basic differential equations of self-anchored cable-stayed suspension bridge are derived through constraint variation. Taking a self-anchored cable-stayed suspension bridge with main span 100 m, for example, the results by the proposed analytic method agree with that of numerical analysis. Therefore, the basic differential equations proposed in this paper could be applied to the preliminary analysis of self-anchored cable-stayed suspension bridge. The equations also provide a theoretical basis to describe the static behavior of this type of bridge.
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收藏
页数：12
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