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    Influence of Wind Tunnel Test Duration on Wind Load Factors

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 011
    Author:
    Duthinh Dat;Pintar Adam L.;Simiu Emil
    DOI: 10.1061/(ASCE)ST.1943-541X.0002202
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for calculating the uncertainty associated with the estimation of peak pressure coefficients from wind tunnel test records of various lengths and how this uncertainty influences design wind effects. The proposed method is applicable to any type of structure and any type of civil engineering aerodynamic testing facility, including large-scale facilities. As an example of the application of the method, an investigation is presented of time series belonging to five categories of pressure coefficients implicit in Chapter 27 of the ASCE 7-1 Standard. The results of the investigation show that, for typical civil engineering wind tunnels, estimated design wind effects based on tests with durations as low as 1 s, corresponding to prototype durations of less than 6 min, are larger than their counterparts based on tests with 1 s duration by only approximately 5%. The proposed method provides useful indications on minimum lengths of pressure records to be measured in wind tunnels.
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      Influence of Wind Tunnel Test Duration on Wind Load Factors

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    contributor authorDuthinh Dat;Pintar Adam L.;Simiu Emil
    date accessioned2019-02-26T07:47:59Z
    date available2019-02-26T07:47:59Z
    date issued2018
    identifier other%28ASCE%29ST.1943-541X.0002202.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249478
    description abstractA method is presented for calculating the uncertainty associated with the estimation of peak pressure coefficients from wind tunnel test records of various lengths and how this uncertainty influences design wind effects. The proposed method is applicable to any type of structure and any type of civil engineering aerodynamic testing facility, including large-scale facilities. As an example of the application of the method, an investigation is presented of time series belonging to five categories of pressure coefficients implicit in Chapter 27 of the ASCE 7-1 Standard. The results of the investigation show that, for typical civil engineering wind tunnels, estimated design wind effects based on tests with durations as low as 1 s, corresponding to prototype durations of less than 6 min, are larger than their counterparts based on tests with 1 s duration by only approximately 5%. The proposed method provides useful indications on minimum lengths of pressure records to be measured in wind tunnels.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Wind Tunnel Test Duration on Wind Load Factors
    typeJournal Paper
    journal volume144
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002202
    page6018005
    treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 011
    contenttypeFulltext
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