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Finally, the serviceability of the skyscraper under typhoon condition was assessed.
This paper describes some results obtained from the full-scale measurements of wind effects on Di Wang Tower under typhoon condition.
Wind directional fluctuations under typhoon condition was studied on the basis of its effect on the directional probability of annual maximum wind speed.
A new type of electric wire for overhead transmission lines is developed to reduce the drag force under a typhoon condition.
Detailed analysis of the field data was performed to investigate the characteristics of the typhoon-generated wind and the wind-induced vibration of the long-span roof structure under typhoon condition.
The advanced data analysis method called Hilbert–Huang transform (HHT) was adopted in this study to analyze the non-stationary characteristics of wind speed and wind-induced responses of this building under typhoon condition.
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The typhoon model simulates the observed typhoon conditions well.
The bottom panel in Figs. 10, 11, 12 and 13 shows the number of the satellite orbits under non-typhoon conditions (left) and typhoon conditions (right).
In summary, on the day side sector, the average amplitudes under non-typhoon conditions are larger than those under typhoon conditions in many grids, although there are a few grids between 25°N 40°N and 125°E 140°E where the average MR amplitudes during typhoon conditions are larger than those under non-typhoon conditions (Fig. 11).
Finally, the serviceability of the super tall building under typhoon conditions is discussed.
The serviceability of this super tall building under typhoon conditions is assessed based on the field measurements.
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