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2016
DOI: 10.1061/(asce)nh.1527-6996.0000205
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Component-Based Vulnerability Analysis for Residential Structures Subjected to Storm Surge Impact from Hurricane Sandy

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Cited by 74 publications
(40 citation statements)
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“…The coastal region, due to the coupling effects of climate change and rapid population growth [3], is especially prone to flooding. Recent hurricanes serve as vivid reminders of how devastating hurricaneinduced flooding can be to coastal communities [4][5][6]. In a changing climate, hurricane-induced coastal flooding is projected to become more often and intensive in decades to come [7][8][9].…”
Section: Introductionmentioning
confidence: 99%
“…The coastal region, due to the coupling effects of climate change and rapid population growth [3], is especially prone to flooding. Recent hurricanes serve as vivid reminders of how devastating hurricaneinduced flooding can be to coastal communities [4][5][6]. In a changing climate, hurricane-induced coastal flooding is projected to become more often and intensive in decades to come [7][8][9].…”
Section: Introductionmentioning
confidence: 99%
“…This can disrupt sediment transport and undermine natural landforms, like beaches and salt marshes offering protective features, with associated land loss and environmental degradation. In urban areas, coastal erosion and flooding can severely damage structures, and if unchecked, can undermine foundations, ultimately leading to building collapse, as shown during Hurricane Sandy for the New Jersey and New York regions (Hatzikyriakou et al, 2016;Hatzikyriakou and Lin, 2018).…”
Section: Increased Beach Erosionmentioning
confidence: 99%
“…Figure 5b shows hydro-static pressures applied to the wall when Z a ≥ h. Z a is the equivalent overtopping runup height on the wall (m), as defined in Equation (3), and h is the floor height (m). The maximum hydro-static pressure q w,max (KN/m 2 ), minimum hydro-static pressure q w,min (KN/m 2 ) and the average pressure q avg (KN/m 2 ) are shown in Equations (4)- (6). When Z a < h, q w,min = 0, the equivalent average hydro-static pressure over the entire wall plate is expressed as shown in Equation (6).…”
Section: Equivalent Static Loadmentioning
confidence: 99%
“…The maximum hydro-static pressure q w,max (KN/m 2 ), minimum hydro-static pressure q w,min (KN/m 2 ) and the average pressure q avg (KN/m 2 ) are shown in Equations (4)- (6). When Z a < h, q w,min = 0, the equivalent average hydro-static pressure over the entire wall plate is expressed as shown in Equation (6). Therefore, the average pressure of a wall plate q avg,S can be used to replace q k as the characteristic lateral load of a wall when it withstands hydraulic load.…”
Section: Equivalent Static Loadmentioning
confidence: 99%
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