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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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