Nonlinear forward-iteration method for cable-stayed bridge

被引：0

作者：

Chen, Changsong ^{[1
]}

Yan, Donghuang ^{[1
]}

Chen, Zhengqing ^{[2
]}

机构：

[1] Changsha Univ Sci & Technol, Sch Bridge & Struct Engn, Changsha 410076, Peoples R China

[2] Hunan Univ, Civil Engn Coll, Changsha 410075, Peoples R China

来源：

INTEGRATED APPROACHES FOR MATERIALS AND STRUCTURAL SAFETY | 2007年

关键词：

bridge engineering; geometric nonlinearity; construction control; cable-stayed bridge; iteration method;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

If the geometric nonlinear effects are considered in the forward analysis for cable-stayed bridges in the construction period, the determination of controlling parameters for construction control should be a nonlinear iteration process. A method for the calculation of internal forces and deformations of the girders in super-long span cable-stayed bridges has been developed. A steel cable-stayed bridge with the main span of 1088 meters is taken as an example to show the validity of the proposed method.

引用

页码：351 / 356

页数：6