NEW ITERATIVE ANALYSIS OF CABLE-STAYED STRUCTURES

被引：5

作者：

ABOULELLA, F

机构：

[1] College of Architecture and Planning, Department of Building Science and Technology, King Faisal University, Dammam

来源：

COMPUTERS & STRUCTURES | 1991年 / 40卷 / 03期

关键词：

D O I：

10.1016/0045-7949(91)90225-B

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

A new iterative procedure for the static analysis of cable-stayed structures is presented. The procedure converges for flexible and stiff towers. Towers having different degrees of restraint, such as fixed base, hinged base, and caisson- or pile-supported towers (soil-structure interaction) can be analyzed. The method is simple, efficient, converges after a few cycles, and does not need a large computer memory. Parametric study on cable-stayed bridges has been performed to illustrate the behavior of such flexible structures.

引用

页码：549 / 554

页数：6

共 10 条

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