Direct computation of critical equilibrium states for spatial beams and frames
Author:
Affiliation:
1. Department of Mechanics and Design; Tampere University of Technology; P.O. Box 589, FI-33101Tampere; Finland
2. Department of Civil and Structural Engineering; Aalto University School of Engineering; P.O. Box 12100, FI-00076 Aalto; Finland
Publisher
Wiley
Subject
Applied Mathematics,General Engineering,Numerical Analysis
Reference44 articles.
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2. Effectiveness of linear bifurcation analysis for predicting the nonlinear stability limits of structures;Chang;International Journal for Numerical Methods in Engineering,1986
3. Erp G Advanced buckling analyses of beams with arbitrary cross sections PhD, Thesis 1989
4. Huitfeldt J Nonlinear eigenvalue problems - prediction of bifurcation points and branch switching Technical Report 17 1991
5. A new algorithm for numerical path following applied to an example from hydrodynamic flow;Huitfeldt;SIAM Journal on Scientific and Statistical Computing,1990
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