ISBN: 9783330070417 - optimum seismic design of steel buildings using genetic algorithms (6 risultati)

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Da: Revaluation Books, Exeter, Regno UnitoRevaluation Books
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Paperback. Condizione: Brand New. 156 pages. 8.66x5.91x0.36 inches. In Stock.

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Da: Mispah books, Redhill, SURRE, Regno UnitoMispah books
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The aim of this work is to study the optimum design of moment resisting steel frame based on the modern technique of Continuous Genetic Algorithm. With this technique, one can benefit from capabilities of traditional genetic algorithm without reformulation of the problem in the binary system. Matlab program is used in coding process of the continuous genetic algorithm. Frame topology is assumed predefined based on architectural and functional requirements. Columns and beams sections and different connections details are the main design variable in this study. Columns and beams are grouped to reduce number of design variables and to make the problem similar to that adopted in engineering practice. Explicit function formulation with the meta-model makes classical and metaheuristic optimization algorithms, which have been developed and tested in other disciplines, directly applicable for structural optimization problems. Finally, eighteen case studies were considered. Nine case studies for optimum weight and nine case studies for optimum cost. Different number of stories, different number of bays, and different connection details were considered. 156 pp. Englisch.…

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Da: AHA-BUCH GmbH, Einbeck, GermaniaAHA-BUCH GmbH
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The aim of this work is to study the optimum design of moment resisting steel frame based on the modern technique of Continuous Genetic Algorithm. With this technique, one can benefit from capabilities of traditional genetic algorithm without reformulation of the problem in the binary system. Matlab program is used in coding process of the continuous genetic algorithm. Frame topology is assumed predefined based on architectural and functional requirements. Columns and beams sections and different connections details are the main design variable in this study. Columns and beams are grouped to reduce number of design variables and to make the problem similar to that adopted in engineering practice. Explicit function formulation with the meta-model makes classical and metaheuristic optimization algorithms, which have been developed and tested in other disciplines, directly applicable for structural optimization problems. Finally, eighteen case studies were considered. Nine case studies for optimum weight and nine case studies for optimum cost. Different number of stories, different number of bays, and different connection details were considered.…

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Da: moluna, Greven, Germaniamoluna
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Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Al Zaidee Salah R.Dr. Salah R. Al-Zaidee was born in Baghdad, 1976. B.Sc.1998, M.Sc.2001, Ph.D 2007. Current position: lecture in Civil Engineering College of Engineering Baghdad University. Ali S. Mahdi was born in Baghdad, 1990. B.…

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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germaniabuchversandmimpf2000
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Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The aim of this work is to study the optimum design of moment resisting steel frame based on the modern technique of Continuous Genetic Algorithm. With this technique, one can benefit from capabilities of traditional genetic algorithm without reformulation of the problem in the binary system. Matlab program is used in coding process of the continuous genetic algorithm. Frame topology is assumed predefined based on architectural and functional requirements. Columns and beams sections and different connections details are the main design variable in this study. Columns and beams are grouped to reduce number of design variables and to make the problem similar to that adopted in engineering practice. Explicit function formulation with the meta-model makes classical and metaheuristic optimization algorithms, which have been developed and tested in other disciplines, directly applicable for structural optimization problems. Finally, eighteen case studies were considered. Nine case studies for optimum weight and nine case studies for optimum cost. Different number of stories, different number of bays, and different connection details were considered.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 156 pp. Englisch.…