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    Comparisons of Two Wind Tunnel Pressure Databases and Partial Validation against Full-Scale Measurements

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author:
    Asmerom Hagos
    ,
    Filmon Habte
    ,
    Arindam Gan Chowdhury
    ,
    DongHun Yeo
    DOI: 10.1061/(ASCE)ST.1943-541X.0001001
    Publisher: American Society of Civil Engineers
    Abstract: Database-assisted design (DAD) is an integrated methodology that calculates wind loadings and wind-induced internal forces. It can also calculate demand-to-capacity indexes for each structural member, and by checking whether they differ significantly from unity, determine the adequacy of the members’ structural design. Its practical usefulness depends on the availability of comprehensive aerodynamic databases. A public domain aerodynamic database produced in 2003 by the University of Western Ontario (UWO) is not sufficiently extensive to satisfy design needs generally encountered in practice. For this reason, the Tokyo Polytechnic University (TPU) recently developed comprehensive sets of aerodynamic databases that are publicly available and would fill large voids present in the UWO database. This paper presents comparisons of aerodynamic pressures and forces based on TPU and UWO data for low-rise buildings to help assess the extent to which the respective aerodynamic pressure measurements are comparable. In addition, the paper presents a brief review of comparisons between full-scale and UWO wind tunnel measurements of pressures on the Texas Tech University experimental building. The results presented in the paper, though not exhaustive, suggest that TPU and UWO pressure simulations are reasonably equivalent, and may in practice be used for the design of main wind force resisting systems.
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      Comparisons of Two Wind Tunnel Pressure Databases and Partial Validation against Full-Scale Measurements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75043
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    contributor authorAsmerom Hagos
    contributor authorFilmon Habte
    contributor authorArindam Gan Chowdhury
    contributor authorDongHun Yeo
    date accessioned2017-05-08T22:14:48Z
    date available2017-05-08T22:14:48Z
    date copyrightOctober 2014
    date issued2014
    identifier other39985849.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75043
    description abstractDatabase-assisted design (DAD) is an integrated methodology that calculates wind loadings and wind-induced internal forces. It can also calculate demand-to-capacity indexes for each structural member, and by checking whether they differ significantly from unity, determine the adequacy of the members’ structural design. Its practical usefulness depends on the availability of comprehensive aerodynamic databases. A public domain aerodynamic database produced in 2003 by the University of Western Ontario (UWO) is not sufficiently extensive to satisfy design needs generally encountered in practice. For this reason, the Tokyo Polytechnic University (TPU) recently developed comprehensive sets of aerodynamic databases that are publicly available and would fill large voids present in the UWO database. This paper presents comparisons of aerodynamic pressures and forces based on TPU and UWO data for low-rise buildings to help assess the extent to which the respective aerodynamic pressure measurements are comparable. In addition, the paper presents a brief review of comparisons between full-scale and UWO wind tunnel measurements of pressures on the Texas Tech University experimental building. The results presented in the paper, though not exhaustive, suggest that TPU and UWO pressure simulations are reasonably equivalent, and may in practice be used for the design of main wind force resisting systems.
    publisherAmerican Society of Civil Engineers
    titleComparisons of Two Wind Tunnel Pressure Databases and Partial Validation against Full-Scale Measurements
    typeJournal Paper
    journal volume140
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001001
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    contenttypeFulltext
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