Windspeed analysis of April 3-4, 1974 tornadoes

K. C. Mehta, J. E. Minor, J. R. McDonald

Research output: Contribution to journalArticlepeer-review

Abstract

Comprehensive documentation damage has made it possible to estimate tornadic windspeeds from the analysis of structural failures, based on the damage of eight specific structural components. The reliability of the windspeed estimates depend on the complexity of the structural system involved. The more complex the structural system, the less reliable are the windspeed estimates. A free standing structure such as a light standard or chimney gives the best windspeed estimates whereas commercial buildings and residences give the least reliable values. Windspeed analyses of the tornadoes combined with evaluation of several previous windstorm incidents leads for (i) Ground level windspeeds in most tornadoes are considerably less than 275 mph; (ii) the appearance of damage does not correlate well with estimates of windspeeds that cause the damage; (iii) wind rather than atmospheric pressure change is the principal damaging mechanism for conventional buildings; and (iv) properly designed roof anchorages reduce damage to structures in tornadic winds. (A)

Original languageEnglish
Pages (from-to)September, 1976
JournalJ. STRUCT. DIV.-PROC. A.S.C.E.
Volume102
Issue numberST9
StatePublished - 1976

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