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contributor authorTori Tomiczek
contributor authorAndrew Kennedy
contributor authorYao Zhang
contributor authorMargaret Owensby
contributor authorMark E. Hope
contributor authorNing Lin
contributor authorAbigail Flory
date accessioned2017-12-16T09:13:01Z
date available2017-12-16T09:13:01Z
date issued2017
identifier other%28ASCE%29WW.1943-5460.0000409.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240052
description abstractRegional-scale and local damage surveys of the U.S. Mid-Atlantic coast were performed after Hurricane Sandy in 2012. A satellite-based analysis of over 15,000 houses within one block of the New Jersey, Long Island, and Staten Island coastlines showed a strong correlation between destruction and poststorm dune heights. A detailed survey in Ocean County, New Jersey, classified 380 homes into seven damage states to different subassemblies. A phase-resolving Boussinesq-Green-Naghdi wave model simulating the strongest hour of the storm was used to evaluate hydrodynamics at each residence. Maximum computed water surface elevations were found to differ strongly from standard depth-limited assumptions. A vulnerability model to diagnose the damage state of a coastal residence subject to storm conditions identified maximum water velocity and relative shielding as critical predictors of damage. Improved hydrodynamic models that can efficiently compute the complex flow interactions with structures may provide more reliable damage prediction in coastal communities.
publisherAmerican Society of Civil Engineers
titleHurricane Damage Classification Methodology and Fragility Functions Derived from Hurricane Sandy’s Effects in Coastal New Jersey
typeJournal Paper
journal volume143
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000409
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 005
contenttypeFulltext


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