Properties of Tornado Wind Speed Profiles Used in the Development of the ASCE 7-22 Tornado Provisions

Significant tornado events have prompted a push for the development of design standards that consider tornado loading for conventional buildings and structures. One important loading parameter in the design standards is the variation in the horizontal wind speed with the height (i.e., wind speed profile) as manifested in a velocity pressure profile. Different from the atmospheric boundary layer (ABL) in which the wind speed monotonically increases with height, the average wind speed profile in tornadoes exhibits a nose-like profile for which the wind speed increases from the surface to a local maximum at nose height and then decreases above that height. A tornado task committee (TTC) was convened through the ASCE 7 Wind Load Subcommittee, in part to report on the collection, review, and analysis of tornado wind speed profile data and to propose a design tornado velocity pressure profile for inclusion in the new tornado load chapter of the ASCE 7-22 standard. A total of 36 tornado profiles were evaluated independent of terrain exposure or surface roughness and collected from mobile radar data. Significant variability was noted in the profiles, but many showed a peak horizontal wind speed relatively close to surface, with a median height of approximately 164 ft (50 m). A proposed tornado velocity pressure profile and associated velocity pressure exposure coefficient, KzTor, was then developed for ASCE 7-22. The proposed nominal tornado profile closely followed the median radar profile. Values of the new KzTor = 1.0 between ground level and 200 ft (61 m) decrease linearly to 0.9 at a height of 328 ft (100 m) then remain constant above that height. © 2024 American Society of Civil Engineers.