CONVEXITY OF STABILITY BOUNDARY OF SYMMETRIC STRUCTURAL SYSTEMS

被引：9

作者：

HUSEYIN, K

机构：

[1] Solid Mechanics Division, Univ. of Waterloo, Waterloo, Ontario

来源：

ACTA MECHANICA | 1969年 / 8卷 / 3-4期

关键词：

D O I：

10.1007/BF01182261

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The elastic stability of a discrete conservative structural system with independent loading parameters is studied. Attention is restricted to systems which satisfy certain analytical symmetry conditions and which lose their initial stability at a point of bifurcation. A theorem, concerning the convexity of the stability boundary of such systems, is established. © 1969 Springer-Verlag.

引用

页码：205 / &

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