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dc.contributor.authorChristian O. Unanwa
dc.contributor.authorJames R. McDonald
dc.date.accessioned2017-05-08T21:31:16Z
dc.date.available2017-05-08T21:31:16Z
dc.date.copyrightNovember 2000
dc.date.issued2000
dc.identifier.other%28asce%291527-6988%282000%291%3A4%28197%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/54636
dc.description.abstractThe wind damage resistivities of buildings impacted by hurricanes and tornadoes depend primarily upon the strength of the connections between the building components, the nature of the components, the architectural design features, and the nature of the immediate environment. Using previously derived building wind vulnerability relationships based on upper and lower damage probabilities of building components and connections, called damage bands, and building relative wind resistivity indices based on expert experience, this paper presents detailed procedures for predicting wind damage to individual buildings, portfolio analysis, and wind damage mitigation. Building component types and features that furnish specified percent reductions in wind damage degree over those of a conventional building are recommended for implementing a program of wind damage mitigation. The ease of implementation and robustness of these damage prediction methods make them particularly attractive for insurance underwriting and wind damage mitigation.
dc.publisherAmerican Society of Civil Engineers
dc.titleBuilding Wind Damage Prediction and Mitigation Using Damage Bands
dc.typeJournal Paper
dc.journal.volume1
dc.journal.issue4
dc.journal.titleNatural Hazards Review
dc.identifier.doi10.1061/(ASCE)1527-6988(2000)1:4(197)
dc.treeNatural Hazards Review:;2000:;Volume ( 001 ):;issue: 004
dc.contenttypeFulltext


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