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Computer analysis of nonlinear truss-structures
Computerized analytical approach, using direct stiffness matrix method, is developed for nonlinear structural analysis; approach is limited to truss-type structures having one or more members stressed above their proportional limit; analysis results in stresses and corresponding strains in all members as well as in node deflections of structure; examples are solved and results are compared with previous experimental investigations.
Computer analysis of nonlinear truss-structures
Computerized analytical approach, using direct stiffness matrix method, is developed for nonlinear structural analysis; approach is limited to truss-type structures having one or more members stressed above their proportional limit; analysis results in stresses and corresponding strains in all members as well as in node deflections of structure; examples are solved and results are compared with previous experimental investigations.
Computer analysis of nonlinear truss-structures
ASCE -- Proc (J Structural Div)
Hensley, R.C. (author) / Azar, J.J. (author)
1968
13 pages
Article (Journal)
English
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