Buckling and geometrically nonlinear analysis of frames using one element/member
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference19 articles.
1. Elastic second-order analysis for frame design;Al-Mashary;J. Construct. Steel Res.,1990
2. A simplified finite element method for large deformation, post-buckling analysis of large frame structures, using explicitly derived tangent stiffness matrices;Kondoh;Int. J. Num. Meth. Engng,1986
3. Elasto-plastic large deformation analysis of space-frames: a plastic-hinge and stress-based explicit derivation of tangent stiffness;Shi;Int. J. Num. Meth. Engng,1988
4. Nonlinear analysis of thin-walled structures using least element/member;Al-Bermani;J. Struct. Engng, ASCE,1990
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