大型大坝剪滑破坏概率的计算机模拟计算

Chen Zaitie, S. Hui, Wu Zufu
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引用次数: 0

摘要

破坏概率计算是大坝风险评价的基础。计算机模拟方法解决了用一阶二阶矩法计算溃坝概率时状态函数线性化、非正态随机变量等价归一化和相关随机变量转换的困难。在分析大坝主要破坏模式的基础上,探讨了直接计算大坝破坏概率的计算机模拟方法及其步骤;考虑大坝的剪滑垮塌模式,研究了该模式下随机变量的状态函数和分布规律,推导出Pierson III分布、极值I分布和对数正态分布随机变量随机数的生成公式;通过编程,对大坝剪切滑移破坏模式进行了多次模拟,通过对模拟结果的统计和分析,得到了剪切滑移破坏概率的均值、标准差和95%置信区间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Computer Analog Computation of Large Dam Shear-Slipping Failure Probability
Failure probability calculation is what the large dam risk evaluation is based on. The computer simulation method can solve the difficulty in linearizing the state function, normalizing the nonnormal random variable equivalent and transforming the relevant random variables during the calculation of dam failure probability by means of First Order Second Moment method . On the basis of the analysis of the major dam failure modes, a probe is made into the computer simulation method and its procedures for direct calculation of the failure probability; while considering the dam shear-slipping collapse mode, a study is made of the state function and the distribution regularities of the random variables under this mode and the formula is deduced out for generating the random numbers for random variables of Pierson III Distribution, Extreme-value I Distribution and Logarithmic Normal Distribution; by programming, repeated simulations are conducted to the dam shear-slipping failure mode and through statistics and analysis of the results of the simulation, the mean value, the standard deviation and a 95% confidence interval of the shear-slipping failure probability are obtained.
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