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    Predicting the Fundamental Period of Light-Frame Wood Buildings

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 006
    Author:
    Ghazanfarah Hafeez
    ,
    Aiman Mustafa
    ,
    Ghasan Doudak
    ,
    Ghyslaine McClure
    DOI: 10.1061/(ASCE)CF.1943-5509.0000519
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a research investigation of the period formulation in the national building code of Canada through testing and modeling of a light-frame wood structure. The experimental aspect of the study was focused on ambient vibration measurements, and a simple analytical shear-building model was developed to study the effect of multistory sway deflections. The results of the study showed that the calculated periods based on the code equation could be conservative if used to determine seismic base shear. Estimates for building stiffness are evaluated using the deflection equation for wood shearwalls from the current Canadian timber design standard. The calculated fundamental periods using the multiple-degree-of-freedom shear-building model are compared with the experimental results.
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      Predicting the Fundamental Period of Light-Frame Wood Buildings

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    contributor authorGhazanfarah Hafeez
    contributor authorAiman Mustafa
    contributor authorGhasan Doudak
    contributor authorGhyslaine McClure
    date accessioned2017-05-08T21:38:37Z
    date available2017-05-08T21:38:37Z
    date copyrightDecember 2014
    date issued2014
    identifier other%28asce%29cf%2E1943-5509%2E0000525.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58115
    description abstractThis paper presents a research investigation of the period formulation in the national building code of Canada through testing and modeling of a light-frame wood structure. The experimental aspect of the study was focused on ambient vibration measurements, and a simple analytical shear-building model was developed to study the effect of multistory sway deflections. The results of the study showed that the calculated periods based on the code equation could be conservative if used to determine seismic base shear. Estimates for building stiffness are evaluated using the deflection equation for wood shearwalls from the current Canadian timber design standard. The calculated fundamental periods using the multiple-degree-of-freedom shear-building model are compared with the experimental results.
    publisherAmerican Society of Civil Engineers
    titlePredicting the Fundamental Period of Light-Frame Wood Buildings
    typeJournal Paper
    journal volume28
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000519
    treeJournal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 006
    contenttypeFulltext
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