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    Feasible Prestress Modes for Cable-Strut Structures with Multiple Self-Stress States Using Particle Swarm Optimization

    Source: Journal of Computing in Civil Engineering:;2020:;Volume ( 034 ):;issue: 003
    Author:
    Yao Chen
    ,
    Jiayi Yan
    ,
    Pooya Sareh
    ,
    Jian Feng
    DOI: 10.1061/(ASCE)CP.1943-5487.0000882
    Publisher: ASCE
    Abstract: A prestressed cable-strut structure is usually regarded as a mechanism before being prestressed. Under the action of initial prestresses, the internal infinitesimal mechanisms can be rigidified, resulting in achieving the desired structural stiffness. Therefore, feasible prestress design is a key to develop and analyze novel prestressed cable-strut structures. In this study, an effective optimization method is presented to determine the optimal feasible prestress modes of a cable-strut structure with predefined geometry and multiple self-stress states. Two optimization models based on the self-stress states and the integral self-stress states are presented to compute the optimal feasible prestress modes. Thereafter, the multiobjective optimization problem is converted into a single objective optimization problem by the weight coefficient method, and the particle swarm optimization algorithm is applied to find feasible solutions. Illustrative examples verify the feasibility of the presented optimization algorithms to calculate feasible prestress modes. In comparison with the conventional optimization methods, the proposed method shows satisfactory accuracy and efficiency.
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      Feasible Prestress Modes for Cable-Strut Structures with Multiple Self-Stress States Using Particle Swarm Optimization

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4265251
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    • Journal of Computing in Civil Engineering

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    contributor authorYao Chen
    contributor authorJiayi Yan
    contributor authorPooya Sareh
    contributor authorJian Feng
    date accessioned2022-01-30T19:24:39Z
    date available2022-01-30T19:24:39Z
    date issued2020
    identifier other%28ASCE%29CP.1943-5487.0000882.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265251
    description abstractA prestressed cable-strut structure is usually regarded as a mechanism before being prestressed. Under the action of initial prestresses, the internal infinitesimal mechanisms can be rigidified, resulting in achieving the desired structural stiffness. Therefore, feasible prestress design is a key to develop and analyze novel prestressed cable-strut structures. In this study, an effective optimization method is presented to determine the optimal feasible prestress modes of a cable-strut structure with predefined geometry and multiple self-stress states. Two optimization models based on the self-stress states and the integral self-stress states are presented to compute the optimal feasible prestress modes. Thereafter, the multiobjective optimization problem is converted into a single objective optimization problem by the weight coefficient method, and the particle swarm optimization algorithm is applied to find feasible solutions. Illustrative examples verify the feasibility of the presented optimization algorithms to calculate feasible prestress modes. In comparison with the conventional optimization methods, the proposed method shows satisfactory accuracy and efficiency.
    publisherASCE
    titleFeasible Prestress Modes for Cable-Strut Structures with Multiple Self-Stress States Using Particle Swarm Optimization
    typeJournal Paper
    journal volume34
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000882
    page04020003
    treeJournal of Computing in Civil Engineering:;2020:;Volume ( 034 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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