GEOMETRIC NONLINEAR STATIC ANALYSIS OF CABLE SUPPORTED STRUCTURES

被引：36

作者：

DESAI, YM ^{[1
]}

POPPLEWELL, N ^{[1
]}

SHAH, AH ^{[1
]}

BURAGOHAIN, DN ^{[1
]}

机构：

[1] Indian Inst Technol, DEPT CIVIL ENGN, BOMBAY 400076, INDIA

来源：

COMPUTERS & STRUCTURES | 1988年 / 29卷 / 06期

关键词：

Mathematical Techniques--Numerical Methods - Wire Rope--Deformation;

D O I：

10.1016/0045-7949(88)90326-4

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

A numerically efficient procedure is presented for generating the stiffness of a parabolic, three-node finite element for the static, nonlinear analysis of three-dimensional cable-supported structures. Numerial computations are minimized by explicitly evaluating the large deformation stiffness matrix with respect to global coordinates while avoiding incompatibilities with existing, displacement-based elements. Representative improvements are illustrated by using three typical geometrically nonlinear, cable supported structures. Also, an efficient method is presented to evaluate the self weight profile of a pretensioned inclined cable.

引用

页码：1001 / 1009

页数：9

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