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• W1993395093 abstract "A geometric and material non-linear analysis procedure for framed structures is presented, using a solution algorithm of minimizing the residual displacements. This new non-linear solution technique is believed to be the optimum in the Newton–Raphson scheme since it follows the shortest path to achieve convergence. The concept of the effective tangent stiffness matrix is introduced and is found to be efficient, simple and logical in handling the non-linear analysis of frames with braced members and in separating multiple bifurcation points." @default.
• W1993395093 created "2016-06-24" @default.
• W1993395093 creator A5052502454 @default.
• W1993395093 date "1988-12-01" @default.
• W1993395093 modified "2023-10-01" @default.
• W1993395093 title "Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method" @default.
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• W1993395093 doi "https://doi.org/10.1002/nme.1620261206" @default.
• W1993395093 hasPublicationYear "1988" @default.
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