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Wind induced vibration of cylindrical structures
With reference to problem of designing tall stacks wind tunnel investigations were made to determine dynamic behavior of cylindrical sections under action of wind at high Reynold's numbers; results show that wind induced vibration normal to direction of wind is "self excited" rather than "forced"; basic aerodynamic phenomenon associated with higher critical velocity is not presently understood.
Wind induced vibration of cylindrical structures
With reference to problem of designing tall stacks wind tunnel investigations were made to determine dynamic behavior of cylindrical sections under action of wind at high Reynold's numbers; results show that wind induced vibration normal to direction of wind is "self excited" rather than "forced"; basic aerodynamic phenomenon associated with higher critical velocity is not presently understood.
Wind induced vibration of cylindrical structures
Am Soc Civ Engrs -- Proc (J Eng Mechanics Div)
Penzien, J. (author)
1957
17 pages
Article (Journal)
English
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