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- W1979946288 abstract "Optimum design of steel compression members (columns and beam-columns) is undertaken by means of SUMT method, one of the nonlinear programming techniques. The cross-sections being considered are both unstiffened and stiffened square box sections. Design formulas proposed previously by the present authors for the local and overall interaction strength of compression members are utilized in the optimization process, together with some side constraints (i. e. maximum slenderness ratio and minimum thickness) specified in the current Japanese design code for highway bridges. All the computed results are presented in graph with nondimensional basis so that they could easily be used for practical design." @default.
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- W1979946288 date "1985-10-20" @default.
- W1979946288 modified "2023-10-18" @default.
- W1979946288 title "CROSS-SECTIONAL OPTIMIZATION OF STEEL COMPRESSION MEMBERS" @default.
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- W1979946288 doi "https://doi.org/10.2208/jscej.1985.362_313" @default.
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