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The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes
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Wind induced vibrations of high-rise bridge towers
No full textA procedure for the prediction of the response of some cable-stayed and suspension bridge towers subjected to wind loading is presented. The towers considered are those made of two vertical or nearly vertical columns connected through horizontal members. The procedure is based on the use of wind tunnel tests on sectional pressure models to characterise the aerodynamic forces acting on the tower. The calculation of the response is done by using the linearized quasi-steady theory for line-like structures. An alternative approach, making use of influence lines for the direct estimate of the generic response, is shown
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder
No full textOn the amount of Tuned Mass to be added for the reduction of the shedding induced response of chimneys
No full textRiposta all’azione del vento di ciminiere munite di smorzatori a massa accordata con smorzamento ad attrito
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