The paper describes the use of a simple Dynamic Programming procedure to find the optimum selection of member sizes, which minimizes the overall cost including material and fabrication costs. Design problem associated with the beam selection is dealt with. Example presented considers a structure with 15 beams to be fabricated.
CITATION STYLE
MOSES F, & GOBLE G. (1970). MINIMUM COST STRUCTURES BY DYNAMIC PROGRAMMING. Eng J Amer Inst Steel Constr, 7(3), 97–100. https://doi.org/10.62913/engj.v7i3.145
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