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    Optimum Layout of Buildings Subjected to Geometric Constraints

    Source: Practice Periodical on Structural Design and Construction:;2005:;Volume ( 010 ):;issue: 004
    Author:
    F. Guerra
    DOI: 10.1061/(ASCE)1084-0680(2005)10:4(239)
    Publisher: American Society of Civil Engineers
    Abstract: Given the preliminary layout of a building, the vertical members will be relocated through optimization techniques to obtain the best building performance possible when subjected to lateral loads under specified constraints. The analysis is based on a nonlinear programming algorithm and the movable elements are chosen using a sensitivity analysis. The optimization will be done for static constraints. The analysis is carried out in conjunction with a finite element code. Examples are presented.
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      Optimum Layout of Buildings Subjected to Geometric Constraints

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49202
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    contributor authorF. Guerra
    date accessioned2017-05-08T21:22:51Z
    date available2017-05-08T21:22:51Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%291084-0680%282005%2910%3A4%28239%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49202
    description abstractGiven the preliminary layout of a building, the vertical members will be relocated through optimization techniques to obtain the best building performance possible when subjected to lateral loads under specified constraints. The analysis is based on a nonlinear programming algorithm and the movable elements are chosen using a sensitivity analysis. The optimization will be done for static constraints. The analysis is carried out in conjunction with a finite element code. Examples are presented.
    publisherAmerican Society of Civil Engineers
    titleOptimum Layout of Buildings Subjected to Geometric Constraints
    typeJournal Paper
    journal volume10
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2005)10:4(239)
    treePractice Periodical on Structural Design and Construction:;2005:;Volume ( 010 ):;issue: 004
    contenttypeFulltext
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