论文信息 - Complete solutions for a class of elastic-plastic structures - 字舞流文

Complete solutions for a class of elastic-plastic structures

[1] W. T. Koiter. Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface , 1953 .

[2] Robert L. Graves,et al. A Principal Pivoting Simplex Algorithm for Linear and Quadratic Programming , 1967, Oper. Res..

[3] G. Maier. A quadratic programming approach for certain classes of non linear structural problems , 1968 .

[4] G. Dantzig,et al. COMPLEMENTARY PIVOT THEORY OF MATHEMATICAL PROGRAMMING , 1968 .

[5] G. Maier. A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes , 1970 .

[6] G. Maier,et al. Mathematical programming methods for the inelastic analysis of reinforced concrete frames allowing for limited rotation capacity , 1972 .

[7] J. P. Hodge. Complete Solutions for Elastic–Plastic Trusses , 1973 .

[8] Giulio Maier,et al. Historical deformation analysis of elastoplastic structures as a parametric linear complementarity problem , 1976 .

[9] Ikuyo Kaneko. A parametric linear complementarity problem involving derivatives , 1978, Math. Program..

[10] Ikuyo Kaneko. Piecewise linear elastic–plastic analysis , 1979 .

[11] Giulio Maier,et al. Combined elastoplastic and limit analysis via restricted basis linear programming , 1979 .