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A new stochastic simulation algorithm for updating robust reliability of linear structural dynamic systems subjected to future Gaussian excitations

机译:一种新的随机仿真算法,用于更新受未来高斯激励影响的线性结构动力系统的鲁棒可靠性

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In this paper, we are interested in using system response data to update the robust failure probability that any particular response of a linear structural dynamic system exceeds a specified threshold during the time when the system is subjected to future Gaussian dynamic excitations. Computation of the robust reliability takes into account uncertainties from structural modeling in addition to the modeling of the uncertain excitations that the structure will experience during its lifetime. In partial, modal data from the structure are used as the data for the updating. By exploiting the properties of linear dynamics, a new approach based on stochastic simulation methods is proposed to update the robust reliability of the structure. The proposed approach integrates the Gibbs sampler for Bayesian model updating and Subset Simulation for failure probability computation. A new efficient approach for conditional sampling called 'Constrained Metropolis within Gibbs sampling' algorithm is developed by the authors. It is robust to the number of uncertain parameters and random variables and the dimension of modal data involved in the problem. The effectiveness and efficiency of the proposed approach are illustrated by two numerical examples involving linear elastic dynamic systems. (C) 2017 Elsevier B.V. All rights reserved.
机译:在本文中,我们感兴趣的是使用系统响应数据来更新鲁棒性故障概率,即当系统遭受未来的高斯动态激励时,线性结构动力系统的任何特定响应都超过了指定的阈值。鲁棒可靠性的计算除了要考虑结构在其生命周期中会遇到的不确定激励之外,还应考虑结构建模带来的不确定性。结构中的部分模态数据用作更新数据。通过利用线性动力学的特性,提出了一种基于随机仿真方法的新方法来更新结构的鲁棒可靠性。所提出的方法集成了用于贝叶斯模型更新的吉布斯采样器和用于故障概率计算的子集仿真。作者开发了一种新的有效条件采样方法,称为“吉布斯采样内的约束大都市”算法。对于不确定参数和随机变量的数量以及问题中涉及的模态数据的维数,它是鲁棒的。通过涉及线性弹性动力系统的两个数值示例说明了该方法的有效性和效率。 (C)2017 Elsevier B.V.保留所有权利。

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