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    Discrete Optimization of Structures Using Genetic Algorithms

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author:
    S. Rajeev
    ,
    C. S. Krishnamoorthy
    DOI: 10.1061/(ASCE)0733-9445(1992)118:5(1233)
    Publisher: American Society of Civil Engineers
    Abstract: Optimizing most structural systems used in practice requires considering design variables as discrete quantities. The paper presents a simple genetic algorithm for optimizing structural systems with discrete design variables. As genetic algorithms (GAs) are best suited for unconstrained optimization problems, it is necessary to transform the constrained problem into an unconstrained one. A penalty‐based transformation method is used in the present work. The penalty parameter depends on the degree of constraint violation, which is found to be wellsuited for a parallel search using genetic algorithms. The concept of optimization using the genetic algorithm is presented in detail using a three‐bar truss problem. All the computations for three successive generations are presented in the form of tables for easy understanding of the algorithm. Two standard problems from literature are solved and results compared. The application of the genetic algorithm to design optimization of a larger problem is illustrated using a 160‐bar transmission tower.
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      Discrete Optimization of Structures Using Genetic Algorithms

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    contributor authorS. Rajeev
    contributor authorC. S. Krishnamoorthy
    date accessioned2017-05-08T20:54:38Z
    date available2017-05-08T20:54:38Z
    date copyrightMay 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A5%281233%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31402
    description abstractOptimizing most structural systems used in practice requires considering design variables as discrete quantities. The paper presents a simple genetic algorithm for optimizing structural systems with discrete design variables. As genetic algorithms (GAs) are best suited for unconstrained optimization problems, it is necessary to transform the constrained problem into an unconstrained one. A penalty‐based transformation method is used in the present work. The penalty parameter depends on the degree of constraint violation, which is found to be wellsuited for a parallel search using genetic algorithms. The concept of optimization using the genetic algorithm is presented in detail using a three‐bar truss problem. All the computations for three successive generations are presented in the form of tables for easy understanding of the algorithm. Two standard problems from literature are solved and results compared. The application of the genetic algorithm to design optimization of a larger problem is illustrated using a 160‐bar transmission tower.
    publisherAmerican Society of Civil Engineers
    titleDiscrete Optimization of Structures Using Genetic Algorithms
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:5(1233)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    contenttypeFulltext
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