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    Time-Dependent Service-Load Behavior of Wood Floors: Experimental Results

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author:
    Kenneth J. Fridley
    ,
    Pyoyoon Hong
    ,
    David V. Rosowsky
    DOI: 10.1061/(ASCE)0733-9445(1997)123:6(836)
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that wood exhibits continued additional creep deflection under long-term load. Differential creep behavior among joists, sheathing material, and connection details in a wood joist floor system can affect the system performance of the assembly over time. For example, if the flexural stiffness of the partial composite T-sections consisting of wood joists and sheathing changes continuously over time, the deflection response of the wood assembly would obviously be affected. The objective of this research was to investigate the time-dependent behavior of wood floor systems within the service-load range as defined by time-dependent deflection behavior and time-dependent load-distribution behavior. The specific focus of this paper is on experimental tests and observations.
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      Time-Dependent Service-Load Behavior of Wood Floors: Experimental Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32770
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    contributor authorKenneth J. Fridley
    contributor authorPyoyoon Hong
    contributor authorDavid V. Rosowsky
    date accessioned2017-05-08T20:56:46Z
    date available2017-05-08T20:56:46Z
    date copyrightJune 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A6%28836%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32770
    description abstractIt is well known that wood exhibits continued additional creep deflection under long-term load. Differential creep behavior among joists, sheathing material, and connection details in a wood joist floor system can affect the system performance of the assembly over time. For example, if the flexural stiffness of the partial composite T-sections consisting of wood joists and sheathing changes continuously over time, the deflection response of the wood assembly would obviously be affected. The objective of this research was to investigate the time-dependent behavior of wood floor systems within the service-load range as defined by time-dependent deflection behavior and time-dependent load-distribution behavior. The specific focus of this paper is on experimental tests and observations.
    publisherAmerican Society of Civil Engineers
    titleTime-Dependent Service-Load Behavior of Wood Floors: Experimental Results
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:6(836)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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