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    Global Optimum Design of Cold-Formed Steel Z-Shape Beams

    Source: Practice Periodical on Structural Design and Construction:;1999:;Volume ( 004 ):;issue: 001
    Author:
    Asim Karim
    ,
    Hojjat Adeli
    DOI: 10.1061/(ASCE)1084-0680(1999)4:1(17)
    Publisher: American Society of Civil Engineers
    Abstract: Using the computational neural network model developed by the writers, a comprehensive parametric study is performed for global optimization of cold-formed steel Z-shape beams based on the AISI specification. Design curves are presented for global optimum values of the thickness, the web depth-to-thickness ratio, and the flange width-to-thickness ratio.
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      Global Optimum Design of Cold-Formed Steel Z-Shape Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/48943
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    contributor authorAsim Karim
    contributor authorHojjat Adeli
    date accessioned2017-05-08T21:22:29Z
    date available2017-05-08T21:22:29Z
    date copyrightFebruary 1999
    date issued1999
    identifier other%28asce%291084-0680%281999%294%3A1%2817%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48943
    description abstractUsing the computational neural network model developed by the writers, a comprehensive parametric study is performed for global optimization of cold-formed steel Z-shape beams based on the AISI specification. Design curves are presented for global optimum values of the thickness, the web depth-to-thickness ratio, and the flange width-to-thickness ratio.
    publisherAmerican Society of Civil Engineers
    titleGlobal Optimum Design of Cold-Formed Steel Z-Shape Beams
    typeJournal Paper
    journal volume4
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(1999)4:1(17)
    treePractice Periodical on Structural Design and Construction:;1999:;Volume ( 004 ):;issue: 001
    contenttypeFulltext
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