By J.D. Holmes (Eds.)
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Additional resources for Wind Engineering 1983. Proceedings of the Sixth international Conference on Wind Engineering, Gold Coast, Australia, March 21–25, And Auckland, New Zealand, April 6–7 1983; held under the auspices of the International Association for Wind Engineering
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J. R. Mayne, The nature of gust loading on tall buildings, Proc. Int. S. Current Paper CP66/68). H. D. Thesis, University of Hong Kong, 1972. H. Ishizaki, S. Miyoshi and T. Miura, On the design of glass pane against wind loading, Proc. 4th Int. Conf. on Wind Effects on Buildings and Structures, Heathrow (London), 1975, Cambridge University Press. Standards Association of Australia, Rules for the installation of glass in buildings, SAA Glass Installation Code AS1288, 1979. L. H. Higgins, Statistical prediction model for glass breakage from nominal sonic boom loads, Booz-Allen Applied Research Inc.
7 [7]. The trends that the turbulence intensities at the height of 40 m decrease with the wind speed increase, are similar to those in Figs. 5 and 6. 5. RELATION BETWEEN THE TURBULENCE INTENSITY AND THE POWER LAW INDEX OF MEAN WIND PROFILE If the stability of the atmosphere is neutral, the following relation between the frictional velocity, u*, and the standard deviation, s, of the wind speed fluctuation, can be assumed s = Au* (6) in which A is a constant. The logarithmic law which shows the vertical profile of the mean wind speed, u, is ΰ = fin 1 K.
The minimum values of n indicate the most turbulent wind under the given circumstances and they must be considered for structural design. The straight line drawn in Fig. 3 is the lower limit values of n for typhoon winds. n 10 8 -- NAKAGAWA . ^ V X * 6 5 ^ X *V ° Ü + 3 2 ^° 2 ^*-^"^ 1 0 • n 2 3 5 7 10 20 30 m /s ü 1 2 3 ■ 5 7 10 20 30 m/s ü Fig. 3. Reciprocal, n, of power law index and mean wind speed, u, at the height of 15 m on Tarama Island. Fig. 4. Reciprocal, n, of power law index and mean wind speed, u, at Nakagawa, in Hong Kong and on Tokyo Tower.