Dynamic Response of structures to thunderstorm winds
Abstract eng: This paper discusses a method to evaluate the dynamic response of structures represented by secondorder single degree-of-freedom systems, to thunderstorm winds, using, as an example, data recorded from a downdraft recorded at Lubbock, Texas in 2002. The response is expressed in the form of a response factor; that is the ratio of the maximum value of the effective static force, in the time history, to the maximum value of the applied force in the same time history.
Contributors:
Publisher:
American Association for Wind Engineering, 2005
Conference Title:
Conference Title:
Tenth Americas Conference on Wind Engineering
Conference Venue:
Baton Rouge, Louisiana (US)
Conference Dates:
2005-05-31 / 2005-06-04
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-18, last modified 2014-11-18
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