Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method

DOI10.1002/nme.1620261206zbMath0674.73063OpenAlexW1993395093MaRDI QIDQ3829178

Siu Lai Chan

Publication date: 1988

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620261206

zbMATH Keywords

Newton-Raphson schemeoptimumupdated Lagrangiandisplacement methodframed structuresminimum residualbraced memberseffective tangent stiffness matrixsecant stiffness relationsseparating multiple bifurcation points

Mathematics Subject Classification ID

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