首页> 外文期刊>Mechanical systems and signal processing >An approach to evaluation of EVD and small failure probabilities of uncertain nonlinear structures under stochastic seismic excitations
【24h】

An approach to evaluation of EVD and small failure probabilities of uncertain nonlinear structures under stochastic seismic excitations

机译:随机地震激励下不确定非线性结构的EVD和小故障概率评估方法

获取原文
获取原文并翻译 | 示例
           

摘要

Efficient assessment of small first-passage failure probabilities of nonlinear structures with uncertain parameters under stochastic seismic excitations is an important but still challenging problem. In principle, the first-passage failure probabilities can be evaluated once the extreme value distribution (EVD) of studied structural response becomes available. With this in mind, this study presents a novel approach, termed as moment-generating function based mixture distribution (MGF-MD), for evaluation of the EVD. In this method, the MGF is firstly introduced to characterize the EVD, and the advantages of this characterization are highlighted. To calculate the MGF defined by a high-dimensional expectation integral, a low-discrepancy sampling technique, named Latinized partially stratified sampling (LPSS), is employed with a small sample size. Besides, the unbiasedness of the estimator is proven and the confidence interval is given. Then, a mixture of two generalized inverse Gaussian distributions (MTGIGD) with a closed-form MGF is proposed to approximate the EVD from the knowledge of its estimated MGF. The parameter estimation is conducted by matching the MGF of MTGIGD with seven values of the estimated one. Three numerical examples, including the EVD of random variables and reliability evaluations of two uncertain nonlinear structures subjected to fully non-stationary stochastic ground motions, are studied. Results indicate that the proposed approach can provide reasonable accuracy and efficiency and is applicable to very high-dimensional systems with small failure probabilities.
机译:随机地震激发下具有不确定参数的非线性结构的小型第一通道失效概率的高效评估是一个重要但仍然挑战的问题。原则上,一旦研究的结构响应的极值分布(EVD)可用,可以评估第一通道故障概率。考虑到这一点,本研究提出了一种新的方法,称为基于力量基于功能的混合函数分布(MGF-MD),用于评估EVD。在该方法中,首先引入MGF以表征EVD,并且突出显示该表征的优点。为了计算由高维期望积分而定义的MGF,采用小样本大小的低差异分层采样(LPS)的低差异采样技术。此外,证明了估计器的无偏见,并给出了置信区间。然后,提出了具有闭合形式MGF的两个广义逆高斯分布(MTGIGD)的混合物,以从其估计的MGF的知识接近EVD。通过匹配MTGIGD的MGF与估计的七个值匹配参数估计。研究了三个数值示例,包括对经受完全非静止随机地面运动的两个不确定的非线性结构的随机变量的EVD和可靠性评价。结果表明,该方法可以提供合理的准确性和效率,并且适用于具有小故障概率的非常高维系统。

著录项

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号