TY - JOUR
T1 - Vulnerability of Florida residential structures to hurricane induced coastal flood
AU - Paleo-Torres, Andres
AU - Gurley, Kurtis
AU - Pinelli, Jean Paul
AU - Baradaranshoraka, Mohammad
AU - Zhao, Mingwei
AU - Suppasri, Anawat
AU - Peng, Xinlai
N1 - Funding Information:
This research is supported by the state of Florida through a Department of Financial Services (FDFS) grant to the Florida International University , International Hurricane Research Center for the project: Florida Public Flood Loss Model. The opinions, findings and conclusions expressed in this paper are not necessarily those of the FDFS.
Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2020/10/1
Y1 - 2020/10/1
N2 - This paper presents a methodology to develop hurricane induced coastal flood vulnerability functions for residential construction based on empirical tsunami fragility functions. A force equivalency mapping procedure first transforms the tsunami fragility functions into coastal flood fragility functions. Following the quantification of the damage states and the incorporation of repair costs, the coastal flood fragility functions translate into coastal flood vulnerability functions. Insurance claims data from the National Flood Insurance Program and vulnerability functions independently derived by the US Army Corps of Engineers are employed to validate single-story on-grade timber and reinforced masonry structure model outputs. The limitations of the model and future developments are discussed.
AB - This paper presents a methodology to develop hurricane induced coastal flood vulnerability functions for residential construction based on empirical tsunami fragility functions. A force equivalency mapping procedure first transforms the tsunami fragility functions into coastal flood fragility functions. Following the quantification of the damage states and the incorporation of repair costs, the coastal flood fragility functions translate into coastal flood vulnerability functions. Insurance claims data from the National Flood Insurance Program and vulnerability functions independently derived by the US Army Corps of Engineers are employed to validate single-story on-grade timber and reinforced masonry structure model outputs. The limitations of the model and future developments are discussed.
KW - Coastal flood
KW - Fragility functions
KW - Hurricane damage
KW - Vulnerability functions
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U2 - 10.1016/j.engstruct.2020.111004
DO - 10.1016/j.engstruct.2020.111004
M3 - Article
AN - SCOPUS:85087521250
SN - 0141-0296
VL - 220
JO - Structural Engineering Review
JF - Structural Engineering Review
M1 - 111004
ER -