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dc.contributor.authorPeter J. Vickery
dc.contributor.authorFangqian Liu
dc.contributor.authorJason X. Lin
dc.date.accessioned2023-11-28T00:11:55Z
dc.date.available2023-11-28T00:11:55Z
dc.date.issued7/25/2023 12:00:00 AM
dc.date.issued2023-07-25
dc.identifier.otherJSENDH.STENG-11469.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294097
dc.description.abstractTopographic effects are known to accelerate wind speeds in hilly or mountainous terrains and consequently increase wind-induced damage. Here we describe a heuristic model developed to estimate wind-induced speedups in complex terrain. The model, originally developed for use in Hawaii, was validated using topographic wind speedup data obtained using 1∶3,100 scale boundary layer wind tunnel experiments performed at the University of Florida. Wind speedup data were produced for 16 wind directions. Speedup data were collected for six-different topographic models covering various portions of Puerto Rico and the surrounding islands. Comparisons of the heuristic model results to the measured speedups produced R2 values ranging between 50% and 65%. The resulting speedup model presented here can be easily used with topographic data for other islands. Estimates of the directional topographic speedups were developed for a 100-m grid encompassing Puerto Rico and the US Virgin Islands. The directionally dependent speedups were combined with hurricane wind speed and direction data developed using a 100,000-year simulation of wind speeds and directions to produce estimates of the design wind speeds for ASCE 7-22 including the effects of topographic speedups. These wind speed data were produced using a grid with a resolution of approximately 100 m. The data are used in both ASCE 7-22 and the Puerto Rico building code.
dc.publisherASCE
dc.titleDevelopment of Topographic Wind Speedups and Hurricane Hazard Maps for Puerto Rico
dc.typeJournal Article
dc.journal.volume149
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-11469
dc.journal.fristpage04023130-1
dc.journal.lastpage04023130-20
dc.page20
dc.treeJournal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010
dc.contenttypeFulltext


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