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- W2373185747 abstract "Wind-induced vibration responses of a high-rise building with steel tower protrusion were studied.An AR model was adopted to simulate fluctuating wind time-series.The dynamic characteristics of the main structure,the steel tower protrusion and the whole system of them with along wind direction were discussed.Influences of six parameters,such as,wind speed power spectrum,frequency ratio and basic wind pressure,etc.On the responses along wind direction were analyzed.Control effects of velocity-dependent dampers on the wind-induced vibration responses of the steel tower protrusion were studied comparatively.The study results showed that the natural frequencies of the steel protrusion should keep away from the first three natural frequencies of the main structure so as to reduce the whiplash effect;the wind-induced vibration responses of the steel tower protrusion are much greater than those of the main structure and grow with increase in basic wind-pressure and the height of the protrusion,but drop with increase in the span of the protrusion;velocity-dependent dampers can reduce the wind responses of the protrusion effectively;the effect of viscous dampers on the wind responses of the protrusion is better than that of viscoelastic dampers and the effect of nonlinear viscous dampers is better than that of linear viscous dampers." @default.
- W2373185747 created "2016-06-24" @default.
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- W2373185747 date "2011-01-01" @default.
- W2373185747 modified "2023-09-22" @default.
- W2373185747 title "Parameter influences on wind-induced vibration of a high-rise building with steel tower protrusion" @default.
- W2373185747 hasPublicationYear "2011" @default.
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