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Optimum design of geometrically non-linear elastic–plastic steel frames via genetic algorithm

✍ Scribed by M.S. Hayalioglu


Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
282 KB
Volume
77
Category
Article
ISSN
0045-7949

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✦ Synopsis


In this article, a genetic algorithm (GA) is presented for the optimum design of geometrically non-linear elastic± plastic steel frames with discrete design variables. Design variables are selected from practically available sets of standard steel sections. Relatively large displacement restrictions are considered in the optimum designs. The simple GA used here utilizes reproduction, crossover and mutation operators. The algorithm requires a large number of nonlinear analyses of frames. The analyses cover geometric non-linearities and, elastic±plastic eects of the material as well. An incremental load approach with a Newton±Raphson type of iteration is used in the analyses of the frames. The application of the algorithm is shown by a number of design examples. The designs obtained for non-linear elastic± plastic frames are compared to those where linear±elastic behaviour is assumed.


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