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    Integrated Design of Controlled Linear Structural Systems

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author:
    G. P. Cimellaro
    ,
    T. T. Soong
    ,
    A. M. Reinhorn
    DOI: 10.1061/(ASCE)ST.1943-541X.0000032
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the integrated design of civil engineering structures with control systems. Simultaneous optimization of such controlled structures is considered, showing that new alternative solutions can be achieved through integrated design. A procedure for design of controlled structural systems is developed using a two-stage approach: (1) a design of an optimal control system using a linear quadratic regulator algorithm; and (2) a redesign using an optimization procedure to match the performance of the controlled system obtained in (1). A linear single degree of freedom steel portal frame and a linear nine degree of freedom shear-type structure are used as examples to illustrate the feasibility of the proposed approach that reduces the structural weight of buildings by incorporating active or passive control elements while preserving the performance objectives.
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      Integrated Design of Controlled Linear Structural Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67916
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    contributor authorG. P. Cimellaro
    contributor authorT. T. Soong
    contributor authorA. M. Reinhorn
    date accessioned2017-05-08T21:58:48Z
    date available2017-05-08T21:58:48Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%29st%2E1943-541x%2E0000073.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67916
    description abstractThis paper addresses the integrated design of civil engineering structures with control systems. Simultaneous optimization of such controlled structures is considered, showing that new alternative solutions can be achieved through integrated design. A procedure for design of controlled structural systems is developed using a two-stage approach: (1) a design of an optimal control system using a linear quadratic regulator algorithm; and (2) a redesign using an optimization procedure to match the performance of the controlled system obtained in (1). A linear single degree of freedom steel portal frame and a linear nine degree of freedom shear-type structure are used as examples to illustrate the feasibility of the proposed approach that reduces the structural weight of buildings by incorporating active or passive control elements while preserving the performance objectives.
    publisherAmerican Society of Civil Engineers
    titleIntegrated Design of Controlled Linear Structural Systems
    typeJournal Paper
    journal volume135
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000032
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    contenttypeFulltext
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