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    Survey of Discrete Variable Optimization for Structural Design

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author:
    P. B. Thanedar
    ,
    G. N. Vanderplaats
    DOI: 10.1061/(ASCE)0733-9445(1995)121:2(301)
    Publisher: American Society of Civil Engineers
    Abstract: Available methods for discrete variable structural optimization are reviewed in this paper. Methods are classified according to three categories: branch and bound, approximations using branch and bound, and ad-hoc methods. The branch and bound method is theoretically correct for convex design tasks but is costly to use. Approximation methods provide efficiency but do not guarantee an optimum discrete solution. In a majority of the discrete optimization problems, approximation methods provide useful solutions and have been found to be the most practical. Ad-hoc methods such as simulated annealing and genetic algorithms attempt to solve the discrete variable problem without resorting to branch and bound methods, and do not guarantee an optimum solution. However, ad-hoc methods provide reasonable solution at an acceptable computational cost. A stepped cantilever beam example is solved using branch and bound and approximation methods, to give a computational sense of the efforts involved in solving discrete variable optimization problems.
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      Survey of Discrete Variable Optimization for Structural Design

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    contributor authorP. B. Thanedar
    contributor authorG. N. Vanderplaats
    date accessioned2017-05-08T20:55:50Z
    date available2017-05-08T20:55:50Z
    date copyrightFebruary 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A2%28301%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32173
    description abstractAvailable methods for discrete variable structural optimization are reviewed in this paper. Methods are classified according to three categories: branch and bound, approximations using branch and bound, and ad-hoc methods. The branch and bound method is theoretically correct for convex design tasks but is costly to use. Approximation methods provide efficiency but do not guarantee an optimum discrete solution. In a majority of the discrete optimization problems, approximation methods provide useful solutions and have been found to be the most practical. Ad-hoc methods such as simulated annealing and genetic algorithms attempt to solve the discrete variable problem without resorting to branch and bound methods, and do not guarantee an optimum solution. However, ad-hoc methods provide reasonable solution at an acceptable computational cost. A stepped cantilever beam example is solved using branch and bound and approximation methods, to give a computational sense of the efforts involved in solving discrete variable optimization problems.
    publisherAmerican Society of Civil Engineers
    titleSurvey of Discrete Variable Optimization for Structural Design
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:2(301)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
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