TECHNICAL PAPERS
Oct 1, 2000

Simulation of Hurricane Risk in the U.S. Using Empirical Track Model

Publication: Journal of Structural Engineering
Volume 126, Issue 10

Abstract

This paper describes a new technique for modeling hurricane risk in the United States. A storm track modeling approach is employed where, for each hurricane, the entire track as it crosses the ocean and makes landfall is modeled. The central pressure is modeled as a function of the sea surface temperature. The approach is validated through comparisons of simulated and observed key hurricane statistics (central pressure, translation speed, heading, and approach distance) along the U.S. coastline. The simulated and observed landfall rates of intense hurricanes (Saffir-Simpson Scale 3 and higher) also are compared on a regional basis along the coast. The model is able to reproduce the continuously varying hurricane climatology along the U.S. coastline, and it provides a rational means for examining the hurricane risk for geographically distributed systems such as transmission lines and insurance portfolios.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
American National Standards Institute (ANSI). ( 1982). “Minimum design loads for buildings and other structures.” ANSI A58.1, New York.
2.
ASCE. ( 1990). “Minimum design loads for buildings and other structures.” ASCE 7-88, New York.
3.
ASCE. ( 1996). “Minimum design loads for buildings and other structures.” ASCE 7-95, New York.
4.
Batts, M. E., Cordes, M. R., Russell, L. R., Shaver, J. R., and Simiu, E. ( 1980). “Hurricane wind speeds in the United States.” Rep. No. BSS-124, Nat. Bureau of Standards, U.S. Department of Commerce, Washington, D.C.
5.
Caribbean Community Secretariat (CCS). ( 1985). “Structural design requirements: Wind load.” Caribbean uniform building code, Part 2, Sect. 2, Georgetown, Guyana.
6.
Chouinard, L. E., Liu, C., and Cooper, C. K. (1997). “Model for severity of hurricanes in Gulf of Mexico.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 123(3), 120–129.
7.
Darling, R. W. R. ( 1991). “Estimating probabilities of hurricane wind speeds using a large-scale empirical model.” J. Climate, 4(10), 1035–1046.
8.
Emmanuel, K. A. ( 1988). “The maximum intensity of hurricanes.” J. Atmospheric Sci., 45, 1143–1155.
9.
Georgiou, P. N. ( 1985). “Design windspeeds in tropical cyclone-prone regions.” PhD thesis, Fac. of Engrg. Sci., University of Western Ontario, London, Ont., Canada.
10.
Georgiou, P. N., Davenport, A. G., and Vickery, B. J. ( 1983). “Design wind speeds in regions dominated by tropical cyclones.” J. Wind Engrg. and Industrial Aerodynamics, Amsterdam, The Netherlands, 13(1), 139–152.
11.
Hebert, P. J., Jarrell, J. D., and Mayfield, B. M. ( 1997). “The deadliest, costliest, and most intense United States hurricanes of this century (and other frequently requested hurricane facts).” NOAA Tech. Memo. NWS-TPC-1. U.S. Department of Commerce, Washington, D.C.
12.
Ho, F. P., Su, J. C., Hanevich, K. L., Smith, R. J., and Richards, F. P. ( 1987). “Hurricane climatology for the Atlantic and Gulf coasts of the United States.” NOAA Tech. Rep. NWS38, Federal Emergency Management Agency, Washington, D.C.
13.
Holland, G. J. ( 1980). “An analytic model of the wind and pressure profiles in hurricanes.” Monthly Weather Rev., 108(8), 1212–1218.
14.
Houston, S. H., Powell, M. D., and Dodge, P. P. ( 1997). “Surface wind fields in 1996 Hurricanes Bertha and Fran at landfall.” Proc., 22nd Conf. on Hurricanes and Tropical Meteorology, American Meteorological Society, Boston, 92–93.
15.
Jarvinen, B. R., Neumann, C. J., and Davis, M. A. S. ( 1984). “A tropical cyclone data tape for the North Atlantic Basin 1886–1983: Contents, limitations and uses.” NOAA Tech. Memo. NWS-NHC-22, U.S. Department of Commerce, Washington, D.C.
16.
Neumann, C. J. ( 1991). “The National Hurricane Center Risk Analysis Program (HURISK).” NOAA Tech. Memo. NWS-NHC-38, U.S. Department of Commerce, Washington, D.C.
17.
Powell, M. D. ( 1987). “Changes in the low-level kinematic and thermodynamic structure of Hurricane Alicia (1983) of landfall.” Monthly Weather Rev., 115, 75–99.
18.
Powell, M. D., Dodge, P. P., and Black, L. B. ( 1991). “The landfall of Hurricane Hugo in the Carolinas: Surface wind distribution.” Weather and Forecasting, 6, 379–399.
19.
Powell, M. D., and Houston, S. H. ( 1996). “Hurricane Andrew's landfall in South Florida—Part II: Surface wind fields and potential real-time applications.” Weather and Forecasting, 11(3), 329–349.
20.
Powell, M. D., and Houston, S. H. ( 1998). “Surface wind fields of 1995 Hurricanes Erin, Opal, Luis, Marilyn, and Roxanne at landfall.” Monthly Weather Rev., 126, 1259–1273.
21.
Russell, L. R. ( 1968). “Probability distribution for Texas Gulf Coast hurricane effects of engineering interest.” PhD thesis, Stanford University, Stanford, Calif.
22.
Russell, L. R. (1971). “Probability distributions for hurricane effects.”J. Wtrwy., Harb. and Coast. Engrg. Div., ASCE, 97(1), 139–154.
23.
Standards Association of Australia (SAA). ( 1989). “Loading code, Part 2—Wind forces.” AS1170 Part 2, Sydney, Australia.
24.
Thompson, E. F., and Cardone, V. J. (1996). “Practical modeling of hurricane surface wind fields.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 122(4), 195–205.
25.
Vickery, P. J., Skerlj, P. F., Steckley, A. C., and Twisdale, L. A. (2000). “Hurricane wind field model for use in hurricane simulations.”J. Struct. Engrg., ASCE, 126(10), 1203–1222.
26.
Vickery, P. J., and Twisdale, L. A. (1995a). “Wind-field and filling models for hurricane wind-speed predictions.”J. Struct. Engrg., ASCE, 121(11), 1700–1709.
27.
Vickery, P. J., and Twisdale, L. A. (1995b). “Prediction of hurricane wind speeds in the United States.”J. Struct. Engrg., ASCE, 121(11), 1691–1699.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 126Issue 10October 2000
Pages: 1222 - 1237

History

Received: Jan 26, 1998
Published online: Oct 1, 2000
Published in print: Oct 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Sr. Engr., Applied Research Associates, 811 Spring Forest Rd., Ste. 100, Raleigh, NC 27609.
Staff Engr., Applied Research Associates, 811 Spring Forest Rd., Ste. 100, Raleigh, NC.
Prin. Engr., Applied Research Associates, 811 Spring Forest Rd., Ste. 100, Raleigh NC.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share