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contributor authorPeter J. Vickery
contributor authorFangqian Liu
contributor authorJason X. Lin
date accessioned2023-11-28T00:11:55Z
date available2023-11-28T00:11:55Z
date issued7/25/2023 12:00:00 AM
date issued2023-07-25
identifier otherJSENDH.STENG-11469.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294097
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.
publisherASCE
titleDevelopment of Topographic Wind Speedups and Hurricane Hazard Maps for Puerto Rico
typeJournal Article
journal volume149
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-11469
journal fristpage04023130-1
journal lastpage04023130-20
page20
treeJournal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010
contenttypeFulltext


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