GEOMETRIC NONLINEAR-ANALYSIS OF FLEXIBLE SPATIAL BEAM STRUCTURES

被引：23

作者：

CHEN, ZQ

AGAR, TJA

机构：

[1] Department of Civil Engineering, Changsha Railway University

[2] Department of Civil Engineering, University of Glasgow, Glasgow

来源：

COMPUTERS & STRUCTURES | 1993年 / 49卷 / 06期

关键词：

D O I：

10.1016/0045-7949(93)90019-A

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

An updated Lagrangian formulation of the spatial beam element is presented for a purely geometric nonlinear analysis in which the geometric stiffness matrix is expressed either by a one-dimensional integration of the stress resultants or by a closed form of element-end forces. A computer code, NACS, is developed based on this formulation which has a number of facilities to meet the special requirements for the analysis of suspension and cable-stayed bridges. Several example problems are reported.

引用

页码：1083 / 1094

页数：12

共 12 条

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[2]

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