An efficient mathematical programming method for the elastoplastic analysis of frames
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[1] A. Ponter,et al. Evaluation of the convergent properties of the Linear Matching Method for computing the collapse of structural components , 2009 .
[2] Francis Tin-Loi,et al. Limit analysis of strain softening steel frames under pure bending , 2007 .
[3] F. Tin-Loi,et al. A complementarity approach for elastoplastic analysis of strain softening frames under combined bending and axial force , 2007 .
[4] Gary F. Dargush,et al. Approximate limit load evaluation of structural frames using linear elastic analysis , 2007 .
[5] Giulio Maier,et al. Elastic¿plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming , 2003 .
[6] A fully automatic force method for the optimal shakedown design of frames , 1999 .
[7] K. Spiliopoulos. On the automation of the force method in the optimal plastic design of frames , 1997 .
[8] Lars Damkilde,et al. An efficient implementation of limit state calculations based on lower-bound solutions , 1993 .
[9] F. Tin-Loi,et al. Large scale nonholonomic elastoplastic analysis using a linear complementary formulation , 1990 .
[10] P. Morelle,et al. Optimal Plastic Design and the Development of Practical Software , 1990 .
[11] Francis Tin-Loi,et al. Nonholonomic computer analysis of elastoplastic frames , 1989 .
[12] M. Hecke,et al. A force method for elastic-plastic analysis of frames by quadratic optimization , 1988 .
[13] Donald Goldfarb,et al. A numerically stable dual method for solving strictly convex quadratic programs , 1983, Math. Program..
[14] M. Z. Cohn,et al. Computer Analysis of Elastic-Plastic Structures , 1980 .
[15] Ikuyo Kaneko. Complete solutions for a class of elastic-plastic structures , 1980 .
[16] Giulio Maier,et al. Combined elastoplastic and limit analysis via restricted basis linear programming , 1979 .
[17] The wolfe-Markowitz algorithm for nonholonomic elastoplastic analysis , 1978 .
[18] David Lloyd Smith,et al. On Uniqueness in the Elastoplastic Analysis of Frames , 1978 .
[19] Giulio Maier,et al. Historical deformation analysis of elastoplastic structures as a parametric linear complementarity problem , 1976 .
[20] M. Z. Cohn,et al. Collapse Load Analysis of Frames Considering Axial Forces , 1974 .
[21] G. Maier. A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes , 1970 .
[22] Giulio Maier,et al. Quadratic programming and theory of elastic-perfectly plastic structures , 1968 .
[23] G. Maier. A quadratic programming approach for certain classes of non linear structural problems , 1968 .
[24] William R. Spillers. APPLICATION OF TOPOLOGY IN STRUCTURAL ANALYSIS , 1963 .