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    Re‐examination of Ylinen and Other Column Equations

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author:
    John J. Zahn
    DOI: 10.1061/(ASCE)0733-9445(1992)118:10(2716)
    Publisher: American Society of Civil Engineers
    Abstract: In 1991, Ylinen's column equation was adopted for the design of wood columns in the United States. Ylinen originally derived this equation as a plastic buckling criterion, using a nonlinear compressive stress‐strain law as the starting point. The stress‐strain law contained a parameter
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      Re‐examination of Ylinen and Other Column Equations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31267
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    contributor authorJohn J. Zahn
    date accessioned2017-05-08T20:54:25Z
    date available2017-05-08T20:54:25Z
    date copyrightOctober 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A10%282716%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31267
    description abstractIn 1991, Ylinen's column equation was adopted for the design of wood columns in the United States. Ylinen originally derived this equation as a plastic buckling criterion, using a nonlinear compressive stress‐strain law as the starting point. The stress‐strain law contained a parameter
    publisherAmerican Society of Civil Engineers
    titleRe‐examination of Ylinen and Other Column Equations
    typeJournal Paper
    journal volume118
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:10(2716)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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