Tracing Secondary Equilibrium Paths of Elastic Framed Structures
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281999%29125%3A12%281358%29
Reference47 articles.
1. Allman D. J. (1989). “On the general theory of the stability of equilibrium of discrete conservative systems.” Aeronautical J. January 29–35.
2. Initial Postcritical Analysis of Asymmetric Bifurcation in Frames
3. Bergan P. G. Horrigmoe G. Krakeland B. and Soreide T. H. (1978). “Solution techniques for non-linear finite element problems.” Int. J. Numer. Methods in Engrg. 12 1677–1696.
4. Post‐Buckling Behavior
5. Chan S. L. (1988). “Geometric and material nonlinear analysis of beam columns and frames using the minimum residual displacement method.” Int. J. Numer. Methods in Engrg. 26 2657–2669.
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