Limit Design of Frames with Axial Force-Bending Moment Interaction
暂无分享,去创建一个
[1] Steven J. Fenves,et al. Network‐topological formulation of analysis and design of rigid‐plastic framed structures , 1971 .
[2] George B. Dantzig,et al. Linear programming and extensions , 1965 .
[3] Castrenze Polizzotto. Optimum plastic design of structures under combined stresses , 1975 .
[4] Donald A. Sawyer,et al. Minimum Weight Plastic Design of Continuous Frames , 1964 .
[5] D. C. Drucker,et al. Design for Minimum Weight. , 1956 .
[6] C. E. Massonet,et al. Plastic Analysis and Design. Vol. 1, Beams and Frames , 1966 .
[7] J. Foulkes,et al. The minimum-weight design of structural frames , 1954, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[8] J. Heyman. Plastic design of beams and plane frames for minimum material consumption , 1951 .
[9] Olvi L. Mangasarian,et al. Nonlinear Programming , 1969 .
[10] G. Maier. A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes , 1970 .
[11] G. Maier,et al. On Limit Design of Frames Using Linear Programming , 1976 .
[12] I-Chen Hung,et al. Plastic design of steel frames for minimum weight , 1966 .
[13] Optimum plastic design for multiple sets of loads , 1974 .
[14] J. Foulkes. Minimum weight design and the theory of plastic collapse , 1953 .