ABV Procedure Combined with Mechanistic Response Modeling for Roof- and Surge-Loss Estimation in Hurricanes
Publication: Journal of Performance of Constructed Facilities
Volume 28, Issue 2
Abstract
Populations in United States coastal regions have been steadily increasing over time. With this increased populous comes increased exposure to natural hazards, such as hurricanes, with the resulting coastal inundation and tsunamis. During the past two decades, several notable hurricanes have made landfall along the Gulf Coast of the United States, resulting in billions of dollars in damage and loss of human life. This paper presents the method and results of a study that focused on developing a mechanistic assembly based vulnerability (ABV) procedure that combines structural and nonstructural damage vulnerabilities to quantify damage to residential structures as a result of hurricanes. An example is presented that numerically computes the probability of loss for various surge (flood) levels, rainfall intensities, and wind velocities. The methodology presented in this paper will help enable designers and/or planners to assess the change in anticipated losses as a result of one or more mitigation strategies. It is envisioned that this method can integrate directly into performance-based design of wood-frame buildings dyring hurricanes by providing a loss analysis and estimation framework.
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Acknowledgments
S.P. and J.W.v.d.L. acknowledge partial funding from the Drummond Chair funds at the University of Alabama.
References
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
Choi, E. C. C. (1994a). “Determination of wind-driven-rain intensity on building faces.” J. Wind Eng. Ind. Aerodyn., 51(1), 55–69.
Choi, E. C. C. (1994b). “Parameters affecting the intensity of wind-driven rain on the front face of a building.” J. Wind Eng. Ind. Aerodyn., 53(1–2), 1–17.
Dao, T. N., and van de Lindt, J. W. (2010). “Methodology for wind-driven rainwater intrusion fragilities for light-frame wood roof systems.” J. Struct. Eng., 700–706.
Dao, T. N., and van de Lindt, J. W. (2012). “Loss analysis for wood frame buildings during hurricanes. I: Structure and hazard modeling.” J. Perform. Constr. Facil., 729–738.
Datin, P. L., Prevatt, D. O., and Pang, W. (2011). “Wind-uplift capacity of residential wood roof-sheathing panels retrofitted with insulating foam adhesive.” J. Archit. Eng., 144–154.
Ellingwood, B. R. (2001). “Earthquake risk assessment of building structures.” Reliab. Eng. Syst. Saf., 74(3), 251–262.
Ellingwood, B. R., Rosowsky, D. V., Li, Y., and Kim, J. H. (2004). “Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards.” J. Struct. Eng., 1921–1930.
FEMA (2013). “HAZUS program.” 〈http://www.fema.gov/hazus〉
Florida International University (FIU). (2012). “Hurricane loss reduction for residences and mobile homes in Florida.” 〈http://www.ihrc.fiu.edu/research/projects/hurricane-loss-reduction/〉 (Jul. 2012).
Gurley, K. R., and Masters, F. J. (2011). “Post-2004 hurricane field survey of residential building performance.” Nat. Hazards Rev., 177–183.
Irish, J. L., Resio, D. T., and Ratcliff, J. J. (2008). “The influence of storm size on hurricane surge.” J. Phys. Oceanogr., 38(9), 2003–2013.
Knabb, R. D., Rhome, J. R., and Brown, D. P. (2005). Tropical cyclone report: Hurricane Katrina 23–30 August 2005, National Hurricane Center, Miami.
Lee, K., and Rosowsky, D. V. (2005). “Fragility assessment for roof sheathing failure in high wind regions.” Eng. Struct., 27(6), 857–868.
Li, Y., and Ellingwood, B. R. (2006). “Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment.” Eng. Struct., 28(7), 1009–1018.
Li, Y., van de Lindt, J. W., Dao, T. N., Sigridur, B., and Aakash, A. (2012). “Loss analysis for combined wind and surge in hurricane.” Nat. Hazards Rev., 1–10.
National Oceanic and Atmospheric Administration (NOAA). (1999). Hurricane basics, National Hurricane Center, Miami.
National Oceanic and Atmospheric Administration (NOAA). (2011). “Communities: The U.S. population living at the coast.” 〈http://stateofthecoast.noaa.gov/population/welcome.html〉 (Mar. 2011).
National Oceanic and Atmospheric Administration (NOAA). (2012). “National Hurricane Center.” 〈http://www.nhc.noaa.gov/pastall.shtml〉 (Apr. 2012).
Park, S., and van de Lindt, J. W. (2009). “Formulation of seismic fragilities for a wood-frame building based on visually determined damage indexes.” J. Perform. Constr. Facil., 346–352.
Pinelli, J.-P., Pita, G., Gurley, K., Torkian, B., Hamid, S., and Subramanian, C. (2011). “Damage characterization: application to Florida public hurricane loss model.” Nat. Hazard. Rev., 190–195.
Pinelli, J.-P., Simiu, E., Gurley, K., Subramanian, C., Zhang, L., Cope, A., Filliben, J. J., and Hamid, S. (2004). “Hurricane damage prediction model for residential structures.” J. Struct. Eng., 1685–1691.
Porter, K. A., and Kiremidjian, A. S. (2001). “Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk-management decision-making,” Rep. 139, John A. Blume Earthquake Engineering Center, Stanford, CA.
Rosowsky, D. V., and Ellingwood, B. R. (2002). “Performance-based engineering of wood frame housing: Fragility analysis methodology.” J. Struct. Eng., 32–38.
Shinozuka, M., Feng, M. Q., Lee, J., and Naganuma, T. (2000). “Statistical analysis of fragility curves.” J. Eng. Mech., 1224–1231.
Taggart, M. (2007). “Performance-based design of woodframe buildings for flood.” M.S. thesis, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO.
Taggart, M., and van de Lindt, J. W. (2009). “Performance-based design of residential wood-frame buildings for flood based on manageable loss.” J. Perform. Constr. Facil., 56–64.
U.S. Census Bureau. (2010). “Census data and emergency preparedness (Additional information on coastal areas).” 〈http://www.census.gov/2010census/〉 (Jul. 2012).
van de Lindt, J. W., Graettinger, A., Gupta, R., Skaggs, T., Pryor, S., and Fridley, K. J. (2007). “Performance of wood-frame structures during Hurricane Katrina.” J. Perform. Constr. Facil., 108–116.
van de Lindt, J. W., and Taggart, M. (2009). “Fragility analysis methodology for performance-based analysis of wood-frame buildings for flood.” Nat. Hazards Rev., 113–123.
Vickery, P. J., Lin, J., Skerlj, P. F., Twisdale, L. A., Jr., and Huang, K. (2006). “HAZUS-MH hurricane model methodology. I: Hurricane hazard, terrain, and wind load modeling.” Nat. Hazards Rev., 82–93.
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© 2014 American Society of Civil Engineers.
History
Received: May 15, 2012
Accepted: Sep 10, 2012
Published online: Sep 12, 2012
Published in print: Apr 1, 2014
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