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This is due to the lesser intensity of along-wind loading.
One of the causes is attributed to the along-wind loading (i.e., the natural wind gusts).
Besides, the uncertainties in the parameters that constitute the dynamic along-wind load were identified and their effects on the along-wind response were assessed.
This paper investigates the along-wind forced vibration response of an onshore wind turbine.
The effectiveness of the TLCD in reducing the along-wind response of tall buildings is investigated.
At a wind incidence angle of 0°, the evaluated mean along-wind displacements of buildings RE1, RE2, RE3 and RE4 are almost 77, 55, 38 and 34%% of along-wind displacement of square building SQ1, respectively.
The across-wind and along-wind loads for tall RC chimneys were obtained by both simplified and random response methods.
The base moments of chimney due to across-wind and along-wind loads are shown in Table 4.
The effect of wind on such tall freestanding structures has two components, namely along-wind and across-wind load conditions.
For 60-s ramps, correlation drops more rapidly with distance for along-wind station pairs than for cross-wind pairs, so that greater smoothing is achieved for stations oriented in the along-wind direction.
The fluctuating pressures are integrated over all their surfaces and results are obtained of along-wind force, across-wind force, vertical force, along-wind overturning moment, across-wind overturning moment and torsional moment on their frames.
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