New canonical forms for analytical solution of problems in structural mechanics

Communications in Numerical Methods in Engineering

Volumn 21, Issue 9, 2005, Pages 499-513

  Kaveh, Ali ^a,b   Rahami, H ^a  

^a IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

^b JOHANNES KEPLER UNIVERSITY LINZ   (Austria)

Author keywords

Buckling load; Canonical form; Critical load; Eigenvalues; Five diagonal; Frames; Laplace equation; Matrices; Plates; Tri diagonal

Indexed keywords

BUCKLING; EIGENVALUES AND EIGENFUNCTIONS; LAPLACE TRANSFORMS; MATRIX ALGEBRA; PLATES (STRUCTURAL COMPONENTS); STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

BUCKLING LOAD; CANONICAL FORM; CRITICAL LOAD; STRUCTURAL MECHANICS;

MECHANICS;

BUCKLING; EIGENVALUE; STRUCTURAL ANALYSIS;

EID: 24944553304     PISSN: 10698299     EISSN: None     Source Type: Journal    
DOI: 10.1002/cnm.763     Document Type: Article

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