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Vibration of building with unusual frontal profile is observed; cause of vibration is found to be vortex shedding; 7 corrective measures are considered and drag and lift of cylindrical and various other shapes are examined; in process of considering corrective measures, building was deliberately set into forced vibration, and percent of critical damping of unplastered vs plastered arch was obtained; modes of vibration of arch are considered, and theoretical evaluation of period is obtained.
Vibration of building with unusual frontal profile is observed; cause of vibration is found to be vortex shedding; 7 corrective measures are considered and drag and lift of cylindrical and various other shapes are examined; in process of considering corrective measures, building was deliberately set into forced vibration, and percent of critical damping of unplastered vs plastered arch was obtained; modes of vibration of arch are considered, and theoretical evaluation of period is obtained.
Aeroelastic vibration of steel arch
ASCE -- Proc (J Structural Div)
Bradshaw, R.R. (author)
1964
17 pages
Article (Journal)
English
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