A SIMPLIFIED FINITE-ELEMENT METHOD FOR LARGE DEFORMATION, POSTBUCKLING ANALYSES OF LARGE FRAME STRUCTURES, USING EXPLICITLY DERIVED TANGENT STIFFNESS MATRICES

被引：34

作者：

KONDOH, K

ATLURI, SN

机构：

[1] Georgia Inst of Technology, Cent for, the Advancement of Computational, Mechanics, Atlanta, GA, USA, Georgia Inst of Technology, Cent for the Advancement of Computational Mechanics, Atlanta, GA, USA

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1986年 / 23卷 / 01期

关键词：

D O I：

10.1002/nme.1620230107

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：69 / 90

页数：22

共 24 条

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