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91.
As one of the most serious natural disasters,many typhoons affect southeastern China every year.Taking Shenzhen,a coastal city in southeast China as an example,we employed a Monte-Carlo simulation to generate a large number of virtual typhoons for wind hazard analysis.By analyzing 67-year historical typhoons data from 1949 to 2015 using the Best Track Dataset for Tropical Cyclones over the Western North Pacific recorded by the Shanghai Typhoon Institute,China Meteorological Administration(CMASTI),typhoon characteristic parameters were extracted and optimal statistical distributions established for the parameters in relation to Shenzhen.We employed the Monte-Carlo method to sample each distribution to generate the characteristic parameters of virtual typhoons.In addition,the Yah Meng(YM)wind field model was introduced,and the sensitivity of the YM model to several parameters discussed.Using the YM wind field model,extreme wind speeds were extracted from the virtual typhoons.The extreme wind speeds for different return periods were predicted and compared with the current structural code to provide improved wind load information for wind-resistant structural design. 相似文献
92.
风暴潮会引起近岸沉积物再沉积,重新沉积的沉积物具有上细下粗的正粒序排列特征。通过风暴液化沉积模拟试验,我们研究了液化沉积物波动分选的问题,即试验堆中不同粒径颗粒的成层问题。为了更好地了解颗粒成层问题,基于MonteCarlo方法,本文根据简化后的砂砾碰撞模型模拟了液化波动后砂砾的分层并给出了砂砾碰撞轨迹图及液化波动分布图。结果解释了两个关键问题:(1)液化沉积物在长时间的波动振荡过程后,相对粗的颗粒在液化沉积物层的下部聚集较多,上部较少,相对细的颗粒在液化沉积物层的上部聚集较多,下部较少;(2)作为标识的砂和砾石没有集中在样品柱的下部。 相似文献
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—The Monte-Carlo method is used to simulate the surface fatigue crack growth rate foroffshore structural steel E36-Z35,and to determine the distributions and relevance of the parameters in theParis equation.By this method,the time and cost of fatigue crack propagation testing can be reduced.Theapplication of the method is demonstrated by use of four sets of fatigue crack propagation data foroffshore structural steel E36-Z35.A comparison of the test data with the theoretical prediction for surfacecrack growth rate shows the application of the simulation method to the fatigue crack propagation tests issuccessful. 相似文献
96.
Modeling soil variability as a random field 总被引:1,自引:0,他引:1
R. Baker 《Mathematical Geology》1984,16(5):435-448
The observed variability in the spatial distribution of soil properties suggests that it is natural to describe such distribution as a random field. One of the ways to study engineering problems in such a stochastic setting is by the use of the Monte-Carlo simulation procedure. Application of this technique requires the capability to generate a large number of realizations of a given random field. A numerical procedure for the generation of such realizations in two-dimensional space is introduced as a finite difference approximation of a stochastic differential equation. The equation used was that suggested by Heine (1955). The resulting procedure is essentially similar to other autoregressive procedures used for the same purpose (Whittle, 1954; Smith and Freeze, 1979). However, contrary to these procedures, the present one is defined in terms of physically significant parameters:r
0, the autocorrelation distance;, the discretization size; and the standard deviation, . Formulating the simulation procedure in terms of the physically significant parameters (r
0,, ) greatly simplifies the task of generating realizations that are compatable with a given soil deposit. 相似文献
97.
Tang Limin Xiao Xi
Lecturer 《中国海洋工程》1997,(2)
During the life of an offshore structure,its structural strength declines due to various kinds ofdamages related to the time factor.In this paper,four major kinds of damages,including damages causedby fatigue,dent,corrosion and marine life,are discussed.Based on these analyses,formulas for theevaluation of the damaged structure reliability are derived.Furthermore the computer program ISM forthe analysis of structural reliability is developed by the use of Advanced First Order Second Moment meth-od and Monte-Carlo Importance Sampling method.The reliability of a turbular joint and a beam are stu-died as numerical examples.The results show that the theory and the analysis method given in this paperare reasonable and effective. 相似文献
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岩石质量指标的计算机模拟及其风险分析 总被引:2,自引:0,他引:2
章杨松 《地质灾害与环境保护》2002,13(1):44-47
利用Monte Carlo法在计算机上生成岩体节理网络图,然后建立了模拟计算不同阀值的岩石质量指标RQDt的计算机模拟方法。进一步可作出岩石质量描述图和岩石质量风险分析,分析了岩体中大于10cm的完整岩石的具体分析规律。实例表明,该方法能较全面地描述岩石质量。 相似文献