A PERTURBATION TECHNIQUE FOR COMPUTING STRONGLY NONLINEAR STRUCTURES

被引：0

作者：

DAMIL, N ^{[1
]}

POTIERFERRY, M ^{[1
]}

BRAIKAT, B ^{[1
]}

机构：

[1] UNIV METZ,ISGMP,PHYS & MECAN MAT LAB,CNRS,URA 1215,F-57045 METZ 01,FRANCE

来源：

COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE II | 1994年 / 318卷 / 06期

关键词：

MECHANICS OF SOLIDS;

D O I：

暂无

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

A perturbation technique is presented for computing the response of strongly nonlinear structures. By this method, we obtain a reduced basis that can be used in a Ritz method and an approximate representation of a strongly nonlinear solution branch.

引用

页码：713 / 719

页数：7

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