INFLUENCE OF CONSTRUCTION METHOD ON THE BEHAVIOUR OF SUSPENSION BRIDGES WITH MAIN RIGID CABLES

被引：0

作者：

Grigorjeva, Tatjana ^{[1
]}

Juozapaitis, Algirdas ^{[1
]}

Kamaitis, Zenonas ^{[1
]}

机构：

[1] Vilnius Gediminas Tech Univ, Sauletekio Ave 11, LT-10223 Vilnius, Lithuania

来源：

MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 10TH INTERNATIONAL CONFERENCE 2010, VOL II | 2010年

关键词：

suspension bridges; rigid cables; deformations; internal forces; analytical method; FE analysis;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The suspension bridges are inherently flexible structures and in majority of cases stiffening measures must be incorporated in the design. To give the suspension bridge a more stable appearance, authors proposed to use the main cables of varying bending stiffness. The rigid main cable consists of prefabricated erection segments made of standard steel profiles or have composite sections. One of the main parameter affecting the suspension bridge behaviour is the erection method for main rigid cables. Two scenarios are analysed. Simplified behaviour analysis method and FE modelling for suspension bridges with rigid cables under the action of symmetrical and asymmetrical loadings by considering two scenarios of bridge construction is presented.

引用

页码：628 / 634

页数：7

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