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    Structural Modeling and Analysis of Modular Falsework Systems

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author:
    J. L. Peng
    ,
    A. D. E. Pan
    ,
    W. F. Chen
    ,
    T. Yen
    ,
    S. L. Chan
    DOI: 10.1061/(ASCE)0733-9445(1997)123:9(1245)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study on the structural modeling and analysis of modular falsework systems. The structural model of a two-story door-type modular falsework system is developed based on the observed behavior of full-scale tests. The effects of initial imperfections, connection stiffness, and boundary conditions are investigated. The use of simplified two-dimensional models for analyzing three-dimensional falsework assemblies is examined. The paper discusses the slippage of wooden shores as a possible cause of failure. The study concludes that the use of shoring extensions as the most significant factor that reduces the load-carrying capacity of modular falsework systems.
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      Structural Modeling and Analysis of Modular Falsework Systems

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/32827
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    • Journal of Structural Engineering

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    contributor authorJ. L. Peng
    contributor authorA. D. E. Pan
    contributor authorW. F. Chen
    contributor authorT. Yen
    contributor authorS. L. Chan
    date accessioned2017-05-08T20:56:52Z
    date available2017-05-08T20:56:52Z
    date copyrightSeptember 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A9%281245%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32827
    description abstractThis paper presents a study on the structural modeling and analysis of modular falsework systems. The structural model of a two-story door-type modular falsework system is developed based on the observed behavior of full-scale tests. The effects of initial imperfections, connection stiffness, and boundary conditions are investigated. The use of simplified two-dimensional models for analyzing three-dimensional falsework assemblies is examined. The paper discusses the slippage of wooden shores as a possible cause of failure. The study concludes that the use of shoring extensions as the most significant factor that reduces the load-carrying capacity of modular falsework systems.
    publisherAmerican Society of Civil Engineers
    titleStructural Modeling and Analysis of Modular Falsework Systems
    typeJournal Paper
    journal volume123
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:9(1245)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;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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