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contributor authorSaif Abdullah Haroon
contributor authorNur Yazdani
contributor authorNancy Dandino
date accessioned2017-05-08T21:15:15Z
date available2017-05-08T21:15:15Z
date copyrightMay 2006
date issued2006
identifier other%28asce%290887-3828%282006%2920%3A2%28185%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44438
description abstractThe present study aims at investigating the applicability of the Florida Building Code (FBC) wind provisions and demonstrating benefits of the shuttering on the openings in the Florida House Learning Center, a unique demonstration structure with a large number of windows and sliding glass doors. The wind analysis of the building was performed according to the FBC on the currently existing structure with no hurricane shutters and on the strengthened structure with hurricane shutters added to all openings. It was found that wind pressures on walls and roofs for the unshuttered Florida House structure decreased by 0–95% due to the addition of hurricane shuttering. The reduction of the design forces for wall studs, anchor bolts, and uplift varies from 0 to 38% due to the addition of shutters. The only reason for wind pressure differences on the shuttered and unshuttered Florida House structure was the difference between the internal pressures on the “enclosed” and “partially enclosed” buildings, respectively. The significant hurricane mitigation effects of hurricane shutters on the Florida House hurricane vulnerability is demonstrated through the comparison of wind analysis between the shuttered and unshuttered structure.
publisherAmerican Society of Civil Engineers
titleHurricane Mitigation of the Florida House Learning Center
typeJournal Paper
journal volume20
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2006)20:2(185)
treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 002
contenttypeFulltext


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