FULLY NONLINEAR-ANALYSIS OF COMPOSITE GIRDER CABLE-STAYED BRIDGES

被引：36

作者：

ADELI, H

ZHANG, J

机构：

[1] Department of Civil Engineering, The Ohio State University, Columbus, OH 43210, 470 Hitchcock Hall

来源：

COMPUTERS & STRUCTURES | 1995年 / 54卷 / 02期

关键词：

D O I：

10.1016/0045-7949(94)00332-W

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

Fully nonlinear analysis of composite girder cable-stayed bridges is presented in this paper. Three different types of cable-stayed bridges are considered: fan, semi-fan and harp type. By incorporating both material and geometric nonlinearities, the effect of various nonlinearities on the failure load and near-collapse behavior of composite girder cable-stayed bridges is investigated. Results obtained in this research and the conclusions made provide valuable insight and guidelines for the design of composite girder cable stayed bridges.

引用

页码：267 / 277

页数：11

共 9 条

[1] A DYNAMIC-PROGRAMMING METHOD FOR ANALYSIS OF BRIDGES UNDER MULTIPLE MOVING LOADS [J].