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    Response of Plates of Arbitrary Shape Subject to Static Loading

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 009
    Author:
    K. M. Liew
    DOI: 10.1061/(ASCE)0733-9399(1992)118:9(1783)
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the static analysis of arbitrarily shaped plates. The analysis is performed using the principle of minimum potential energy with the admissible
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      Response of Plates of Arbitrary Shape Subject to Static Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83760
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    contributor authorK. M. Liew
    date accessioned2017-05-08T22:36:45Z
    date available2017-05-08T22:36:45Z
    date copyrightSeptember 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A9%281783%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83760
    description abstractThe paper presents the static analysis of arbitrarily shaped plates. The analysis is performed using the principle of minimum potential energy with the admissible
    publisherAmerican Society of Civil Engineers
    titleResponse of Plates of Arbitrary Shape Subject to Static Loading
    typeJournal Paper
    journal volume118
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:9(1783)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 009
    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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