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.

Tornado Wind Speed Maps for Building Design: Research and Development of Tornado Risk Assessment Methodology

Published

Author(s)

Lawrence A. Twisdale, Sudhan S. Banik, Lauren A. Mudd, Marshall Hardy, Shahriar Quayyum, Fangqian Liu, Melissa K. Faletra, Peter J. Vickery, Marc Levitan, Long Phan

Abstract

The first-ever engineering-derived tornado wind speed maps have been produced for the contiguous United States. Using multi-variate statistical analysis of 11 tornado and physiographic variables, we developed 9 broad tornado climatology regions. We analyzed regional and national data to produce probabilistic models for: population bias; EF-Scale distribution; tornado path length, width, direction, and translational speed; radius of maximum winds; tornado path length intensity variation; variable path widths within a tornado; mean to maximum path width ratios; and maximum damage widths relative to local path width. We used a probabilistic load and resistance modeling framework to develop engineering-derived wind speeds from the EF-Scale system by analyzing the most common Damage Indicator (FR12, one- and two-family residences) used to rate EF3-5 tornadoes. The developed wind speed distributions, based on 44 3-D models of FR12 structures, are broad and encompass the original judgment-based EF-Scale wind speeds. We used these data to support a probabilistic tornado wind field model, simulate tornado wind speed swaths, and develop regional tornado hazard curves. The tornado hazard curves depend on the building or "target" size. Fifty-one tornado wind speed maps were developed for 8 target sizes ranging from geometric points to 4 million sq ft targets and for 8 return periods from 300 to 10 million years. Numerous judgments and assumptions were required in the model development. Many of the probabilistic models consider both epistemic and aleatory uncertainties. The derived mean wind speeds are "best-estimates" and are intended for use in engineering design and safety analysis.
Citation
Technical Note (NIST TN) - 2242
Report Number
2242

Keywords

Aleatory uncertainty, Enhanced Fujita (EF) Scale, population bias, epistemic uncertainty, target size, tornado, tornado climatology, tornado damage, tornado hazard curve, tornado wind field model, tornado wind speed map.

Citation

Twisdale, L. , Banik, S. , Mudd, L. , Hardy, M. , Quayyum, S. , Liu, F. , Faletra, M. , Vickery, P. , Levitan, M. and Phan, L. (2023), Tornado Wind Speed Maps for Building Design: Research and Development of Tornado Risk Assessment Methodology, Technical Note (NIST TN), National Institute of Standards and Technology, Gaithersburg, MD, [online], https://doi.org/10.6028/NIST.TN.2242 (Accessed November 20, 2024)

Issues

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

Created October 2, 2023