A genetic algorithm for design of moment-resisting steel frames

作者: Prakash Kripakaran , Brian Hall , Abhinav Gupta

DOI: 10.1007/S00158-011-0654-7

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摘要: This paper presents computational approaches that can be implemented in a decision support system for the design of moment-resisting steel frames. Trade-off studies are performed using genetic algorithms to evaluate savings due inclusion cost connections optimization model. Since labor costs and material vary according geographical location time construction, trade-off curves computed several values ratio between rigid connection steel. A real-life 5-bay 5-story frame is used illustration. Results indicate total minimal when present only at certain locations. Finally, "Modeling Generate Alternatives--MGA," proposed generate good alternatives as solution from may not optimal with respect unmodeled objectives constraints. It provides set near-optimal modelled also farther each other space. show final could chosen or obtained by tinkering one alternatives.

参考文章(38)
조효남, Load & Resistance Factor Design - AISC , Manual of Steel Construction , 2nd Edition - 한국강구조학회지. ,vol. 7, pp. 66- 67 ,(1995)
John W. Baugh, Daniel H. Loughlin, J. Kevin Neal, S. Ranjithan, E. Downey Brill, Decision Support System for Air Quality Management Computing in Civil Engineering. pp. 1367- 1374 ,(1995)
Horatio Allison, Manual of Steel Construction Load & Resistance Factor Design American Institute of Steel Construction, Inc. ,(1994)
David B. Fogel, Zbigniew Michalewicz, How to Solve It: Modern Heuristics ,(2004)
Agoston E. Eiben, J. E. Smith, Introduction to evolutionary computing ,(2003)
Sue Ellen Haupt, Randy L. Haupt, Practical Genetic Algorithms ,(2004)
Prakash Kripakaran, Abhinav Gupta, MGA – a mathematical approach to generate design alternatives international conference on intelligent computing. pp. 408- 415 ,(2006) , 10.1007/11888598_37