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The roof pressure coefficients are not sensitive to the mean wind speed profile.
Application of wavelet transform (WT) to study approach wind speed and building roof pressure is described in the paper.
Based on these results, the Eurocode 1 introduces a novel alternative wind load distribution with a positive roof pressure.
Walls and roof pressure distribution were obtained and difference in pressure values between windows and the ventilation shaft outlets on the roof have been calculated.
This novel result immediately explains the overprediction of RMS roof pressure coefficients by the theory that incorporates only the three turbulence components.
The effects of upstream turbulence on roof pressure fluctuations of a low-rise building are investigated via the quasi-steady (QS) vector model.
Similar(48)
The results show that roof pitch does affect both the magnitude and distribution of hip roof pressures.
After establishing the simulated fatigue characteristics of roof pressures, the total fatigue loading has been estimated by integrating the long-term wind climate with the simulated fatigue characteristics of roof pressures.
It also explains the apparent loss of mid-frequency response of roof pressures reported in the past.
Observations were made with the flow normal to the roof edges for roof pressures along a line parallel to the flow, and for the roof-corner pressures with oblique azimuth angles.
Finally, the measured roof pressures of commonly-used probability of occurrence are compared with Meecham's work in terms of local mean and peak pressures.
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