Higher Modes of Vibration in Response of Super-tall Buildings to Wind
| Author(s): |
Stefano Cammelli
Tom Wyatt |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
| Published in: | IABSE-IASS 2011 London Symposium Report |
| Year: | 2011 |
| Abstract: |
A parametric study of the effect of a tapered profile on the fundamental and higher modes of vibration of a tall building, including the effects on predicted response to wind comprising both structural stresses and subjective-perception of accelerations. The wind-tunnel testing of such structures is discussed with examples. |
| Keywords: |
tall buildings Wind-induced acceleration mode shape tapered structures structural frequency dynamic sensitivity modal generalised mass
|
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data sheet - Reference-ID
10065240 - Published on:
03/10/2011 - Last updated on:
05/07/2021
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