Research Article
Sep 1975

Tornado Design Winds Based on Risk

Publication: Journal of the Structural Division
Volume 101, Issue 9

Abstract

A procedure is presented for evaluating the probability of damage due to tornado wind velocities above a specified threshold. It implements theoretical velocity profiles to convert reported damage width data at low velocity thresholds to damage widths for velocities that might cause structural damage. A stationary uniform arrival process with geographically dependent rate is used along with joint statistical properties for damage width, damage length, peak wind velocity, and direction of travel. Design curves for evaluating the damage likelihood and examples of their application are included. A critical analysis of the procedure is also presented.

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Published In

Journal of the Structural Division
Volume 101Issue 9September 1975
Pages: 1883 - 1897

History

Published in print: Sep 1975
Published online: Feb 1, 2021

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Robert C. Garson, M.ASCE
Research Assoc., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
José Morlá Catalán, AM.ASCE
Struct. Engr., Iglesias, Vazques, and Del Nido, Puerto Rico; formerly, Grad. Student, Massachusetts Inst. of Tech., Cambridge, Mass.
C. Allin Cornell, M.ASCE
Prof., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.

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