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dc.contributor.authorTaylor, Zachary
dc.contributor.authorMorrison, Murray
dc.contributor.authorGurka, Roi
dc.contributor.authorKopp, Gregory
dc.date.accessioned2009-10-16T19:10:21Z
dc.date.available2009-10-16T19:10:21Z
dc.date.issued2009-10-16T19:10:21Z
dc.identifier.urihttps://hdl.handle.net/1813/14089
dc.description.abstractEvery year hurricanes and other extreme wind storms cause billions of dollars in damage worldwide. For residential construction, such failures are usually associated with roofs, which see the largest aerodynamic loading. However, determining aerodynamic loads on different portions of North American houses is complicated by the lack of clear load paths and non-linear load sharing in wood frame roofs. This problem of fluid-structure interaction requires both wind tunnel testing and full-scale structural testing. A series of wind tunnel tests have been performed on a house in a simulated atmospheric boundary layer (ABL), with the resulting wind-induced pressures applied to the full-scale structure. The ABL was simulated for flow over open country terrain where both velocity and turbulence intensity profiles, as well as spectra, were matched with available full scale measurements for this type of terrain. The first set of measurements was 600 simultaneous surface pressure measurements over the entire house. A key feature of the surface pressure field is the occurrence of large, highly non-Gaussian, peak uplift (suctions) on the roof. In order to better understand which flow features cause this, PIV experiments were performed on the wind tunnel model. These experiments were performed with time-resolved PIV (sampling rate of 500 Hz) for a duration of 30 seconds. From the fluid dynamics video generated from the PIV data it is clear that strong circulation is generated at the windward edge of the roof. These vortices are eventually shed and convect along the roof. It is the presence of this concentrated circulation which is responsible for the peak loading observed.en_US
dc.description.sponsorshipThis work was partially supported by the National Science and Engineering Research Council of Canada. Equipment was purchased through support from the Canada Foundation for Innovation, the Ontario Research and Development Challenge Fund and the University of Western Ontario’s Academic Development Fund. One of the authors (G.A. Kopp) gratefully acknowledges the support from the Canada Research Chairs Program.en_US
dc.language.isoenen_US
dc.subjectwind loadingen_US
dc.subjectpiven_US
dc.subjectatsmospheric boundary layeren_US
dc.subjecthurricaneen_US
dc.titleTurbulent flow over a house in a simulated hurricane boundary layeren_US
dc.typevideo/moving imageen_US


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