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    Comprehensive Analysis Methodology for Wood Floors

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Eugene M. Schaefer
    ,
    M. Daniel Vanderbilt
    DOI: 10.1061/(ASCE)0733-9445(1983)109:7(1680)
    Publisher: American Society of Civil Engineers
    Abstract: A wood floor analysis methodology is described which utilizes a finite‐element mathematical model along with input parameters which can be obtained through nondestructive evaluation and the use of predictive techniques. The mathematical model is implemented through the computer program FEAFLO (Finite Element Analysis of FLOors). The comprehensive method was verified by comparing computed deflections under concentrated loads to measured results from 22 full‐sized experimental floor specimens built and tested in earlier studies. The analysis method predicts floor behavior far more closely and consistently than do other analysis methods which consider the stiffness of the loaded joist only. Consideration of both the component variability and the structural interaction in the floor were shown to be needed to accurately predict the response of wood floor systems. With the availability of this verified analysis method, along with results of studies under both concentrated and uniformly‐distributed loads, sufficient information now exists for the design profession to utilize a more rational analysis procedure for rectangular, simplysupported wood floor systems.
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      Comprehensive Analysis Methodology for Wood Floors

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29044
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    contributor authorEugene M. Schaefer
    contributor authorM. Daniel Vanderbilt
    date accessioned2017-05-08T20:50:44Z
    date available2017-05-08T20:50:44Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A7%281680%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29044
    description abstractA wood floor analysis methodology is described which utilizes a finite‐element mathematical model along with input parameters which can be obtained through nondestructive evaluation and the use of predictive techniques. The mathematical model is implemented through the computer program FEAFLO (Finite Element Analysis of FLOors). The comprehensive method was verified by comparing computed deflections under concentrated loads to measured results from 22 full‐sized experimental floor specimens built and tested in earlier studies. The analysis method predicts floor behavior far more closely and consistently than do other analysis methods which consider the stiffness of the loaded joist only. Consideration of both the component variability and the structural interaction in the floor were shown to be needed to accurately predict the response of wood floor systems. With the availability of this verified analysis method, along with results of studies under both concentrated and uniformly‐distributed loads, sufficient information now exists for the design profession to utilize a more rational analysis procedure for rectangular, simplysupported wood floor systems.
    publisherAmerican Society of Civil Engineers
    titleComprehensive Analysis Methodology for Wood Floors
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:7(1680)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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