| Wind acting on the surface of the structure ge nerate separationg,reattachme nt and so on. The wind make the fluctuating wind pressures show astrong non-Gauss ia n in the loca l positio n. In the non-Gauss ian fluctuating windpressure, the peak factor based on Gauss ia n will severe ly underestimate thestructure and/or reta ining structure dyna mic response. So it is necessary tostudy the Non-Gauss ian fluctuatio n wind pressure and the effect of thestructure.The main content of this paper is as follows:(1) Based on the observatio ns o f the wind e xperime nt, stationary andnon-Gauss ian fluctuating wind pressure is elected by the reverse arrange mentand K-S test. And the non-Gauss ia n distrib utio n is ana lyzed us ing the higheroreder statis tics test. Then the peak factor o f fluctuating wind pressure iscalculated us ing fo ur ways, the ir res ults are contrasted with peak factors us ingdefinition. The way of cons ider the Non-Gauss ia n and bandwidth parameters iswell c lose to the peak factpr us ing the definition. Than to ana lys is thefluctuating wind stress spectrum and Von Karma n spectrum. To select thespecified fluctuating wind pressure power spectrum with the appropriateturbule nce inte ns ity and inte gra l scale is used to simulate the Non-Gauss ianfluctuating wind pressure.(2) Based on the ana lyse o f no n-Gauss ian fluctuating wind pressure,non-Gauss ian fluctuating pressure with the specified power spectrum, skewnessand kuros is is s imulating b y us ing the correlatio n d istortion method. Accordingto the examp les, the correlatio n distortio n method meet the require ments of thestability, spatoa l correlation, skewness, kurtos is and the power spectrum. So thecorre lation d istortio n method is a n e ffective s imulatio n method ofNon-Gaussian fluctuating wind pressure. |