An efficient mathematical programming method for the elastoplastic analysis of frames

[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 .