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    Stability of Columns under Uniform Axial Load with Semirigid Connections

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author:
    J. Dario Aristizabal‐Ochoa
    DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3212)
    Publisher: American Society of Civil Engineers
    Abstract: Two simple formulas are presented that evaluate the stability
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      Stability of Columns under Uniform Axial Load with Semirigid Connections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31857
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    contributor authorJ. Dario Aristizabal‐Ochoa
    date accessioned2017-05-08T20:55:20Z
    date available2017-05-08T20:55:20Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-9445%281994%29120%3A11%283212%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31857
    description abstractTwo simple formulas are presented that evaluate the stability
    publisherAmerican Society of Civil Engineers
    titleStability of Columns under Uniform Axial Load with Semirigid Connections
    typeJournal Paper
    journal volume120
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1994)120:11(3212)
    treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    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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