论文信息 - Optimization of hybrid steel plate girders

Optimization of hybrid steel plate girders

Abstract An efficient procedure is presented for minimum weight design of unstiffened and stiffened hybrid steel plate girders subjected to arbitrary loading using the General Geometric Programming technique. The nonlinear optimization problem is formulated on the basis of the current American Institute of Steel Construction specification. Four examples are presented to show the application of the algorithm for practical optimization of hybrid steel plate girders.

Hojjat Adeli | S. Abuyounes | H. Adeli | S. Abuyounes

[1] R. Dembo,et al. Solution of Generalized Geometric Programs , 1975 .

[2] Charles G. Schilling. Optimum Properties for I-Shaped Beams , 1974 .

[3] Hojjat Adeli,et al. Efficient optimization of space trusses , 1986 .

[4] R. A. Cuninghame-Green,et al. Applied geometric programming , 1976 .

[5] Scott A. Burns,et al. Mathematical Programming in Structural Design , 1983 .

[6] H. Adeli. Artificial Intelligence in Computer-Aided Design of Structures , 1984 .

[7] Hojjat Adeli,et al. Interactive computer-aided design of non-hybrid and hybrid plate girders , 1986 .