Skip to main content
U.S. flag

An official website of the United States government

Official websites use .gov
A .gov website belongs to an official government organization in the United States.

Secure .gov websites use HTTPS
A lock ( ) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.

Assessment of Wind Load Factors for Hurricane-Prone Regions.

Published

Author(s)

Emil Simiu, T M. Whalen

Abstract

We study the issue of whether the wind load factors specified in the ASCE 7-95 Standard for hurricane-prone regions on the one hand and extratropical storm regions on the other are mutually consistent with respect to risk. We consider structures or elements whose design is governed by wind loads and for which wind directionality effects are not significant. We present estimates according to which ASCE 7-95 Standard provisions for wind loads inducing the design strength results in (1) safety levels that are considerably lower for hurricane-prone than for extratropical storm regions, and (2) estimates of mean recurrence intervals of hurricane wind loads inducing the design strength of about 500 y if epistemic uncertainties are neglected, and significantly lower than 500 years otherwise.
Citation
Structural Safety
Publisher Info
, -1

Keywords

wind engineering, wind velocity, weather effects, building technology, codes, standards, structural reliability

Citation

Simiu, E. and Whalen, T. (1998), Assessment of Wind Load Factors for Hurricane-Prone Regions., Structural Safety, , -1, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=916741 (Accessed October 31, 2024)

Issues

If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.

Created January 1, 1998, Updated February 17, 2017