Simplified engineering method of suspension bridges with rigid cables under action of symmetrical and asymmetrical loads

被引：0

作者：

Grigorjeva, Tatjana ^{[1
]}

Juozapaitis, Algirdas ^{[1
]}

Karnaitis, Zenonas ^{[1
]}

机构：

[1] Vilnius Gediminas Tech Univ, Dept Bridges & Special Struct, LT-10223 Vilnius 40, Lithuania

来源：

BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING | 2006年 / 1卷 / 01期

关键词：

suspension bridge; rigid cable; stiffening girder; displacements;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The basic disadvantage of suspension bridges can be considered their increased deformability. One of the ways to increase the rigidity of a suspension bridge is to transfer a part of stiffening girder rigidity to a suspension cable. A rigid cable better resists the imposed symmetrical and asymmetrical loads and displacements and retains its original geometric form. This paper presents a theoretical investigation of the suspension bridge with the rigid cable. Also, taking into account the geometrical non-linearity of rigid cable behaviour, a simplified analysis method for determination of forces and displacements in stiffening girder and cable of suspension bridge was developed.

引用

页码：11 / 20

页数：10

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