DISCRETE OPTIMIZATION OF GEOMETRICALLY NONLINEAR TRUSS STRUCTURES UNDER STABILITY CONSTRAINTS

被引：13
|
作者：
PYRZ, M
机构：
[1] Institute of Fundamental Technological Research, Polish Academy of Sciences, Warsaw, 00-049
来源：
STRUCTURAL OPTIMIZATION | 1990年 / 2卷 / 02期
关键词：
D O I：
10.1007/BF01745460
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The paper deals with discrete optimization of elastic trusses with geometrical nonlinear behaviour and constraints on stability. The problem consists of minimizing the weight and determining the optimal member distribution so that the external load does not cause a loss of stability of the structure. Member cross-sections are selected from a catalogue of available sections. Element stresses, elment stability and global structural stability constraints are considered. A controlled enumeration method according to the increasing value of the objective function is applied. Shallow space trusses are numerically analysed. © 1990 Springer-Verlag.
引用
收藏
页码：125 / 131
页数：7
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