Simulation of Hurricane Risk in the U.S. Using Empirical Track Model-Reference-Cited by-同舟云学术

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

Published:2000-10 Issue:10 Volume:126 Page:1222-1237
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vickery P. J.¹²³,Skerlj P. F.¹²³,Twisdale L. A.¹²³

Affiliation:

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

2. Staff Engr., Applied Research Associates, 811 Spring Forest Rd., Ste. 100, Raleigh, NC.

3. Prin. Engr., Applied Research Associates, 811 Spring Forest Rd., Ste. 100, Raleigh NC.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282000%29126%3A10%281222%29

Reference27 articles.

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.

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