CEPAO—an automatic program for rigid-plastic and elastic-plastic analysis and optimization of frame structures
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[1] R. K. Livesley. THE AUTOMATIC DESIGN OF STRUCTURAL FRAMES , 1956 .
[2] M. Z. Cohn. Limit Design of Reinforced Concrete Frames , 1968 .
[3] Donald E. Grierson,et al. Collapse Load Analysis using Linear Programming , 1971 .
[4] W. J. Austin. Strength and Design of Metal Beam-Columns , 1961 .
[5] Lower-Bound Optimal Design of Concrete Structures , 1970 .
[6] C. E. Lemke,et al. Virtual work, linear programming and plastic limit analysis , 1959, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[7] G. Maier,et al. On Limit Design of Frames Using Linear Programming , 1976 .
[8] M. Kleiber,et al. Studies on plastic structures: stability, anisotropic hardening, cyclic loads , 1982 .
[9] Aris Phillips,et al. Plastic Analysis of Structures , 1959 .
[10] John Brand Martin,et al. Plasticity: Fundamentals and General Results , 1975 .
[11] M. Z. Cohn,et al. Optimal Design of Plastic Structures for Fixed and Shakedown Loadings , 1973 .
[12] M Z Cohn,et al. Unified Approach to the Theory of Plastic Structures , 1972 .
[13] H. J. Greenberg,et al. Linear programming and plastic limit analysis of structures , 1957 .
[14] William S. Dorn. On the Plastic Collapse of Structures and Linear Programming , 1955 .
[15] Jan A. König,et al. Adaptation of rigid-work-hardening discrete structures subjected to load and temperature cycles and second-order geometric effects , 1976 .