Vulnerability of Florida residential structures to hurricane induced coastal flood. (1st October 2020)

• Record Type: Journal Article
• Authors: Paleo-Torres, Andres; Gurley, Kurtis; Pinelli, Jean-Paul; Baradaranshoraka, Mohammad; Zhao, Mingwei; Suppasri, Anawat; Peng, Xinlai
• Is Part Of: Engineering structures. Volume 220(2020)
• Publication Date: 2020-10-01
• Subjects: Hurricane damage -- Coastal flood -- Vulnerability functions -- Fragility functions; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2020.111004
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Vulnerability of residential structures to hurricane induced coastal flood is modeled. Empirical tsunami fragility functions are adapted to coastal flood fragility. Cost analysis is employed to project vulnerability in terms of loss ratios. Insurance claims data validates the loss ratio vulnerability outputs. Abstract: 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.