Some Problems on Estimating Wind Pressure in Architectural Wind Load

Some problems must be carefully dealt with in architecture for calculating wind load such as wind data correction and estimation of the maximum wind speed during R years. The wind data correction includes the correction of data observed by swinging plate anemometer, the wind speed variation with height in the surface layer, and the conversion of 2－miniute observed data into 10－miniute data. The maximum wind speed is estimated by the distribution function of extremum I .

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