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通过分层贝叶斯模型更新方法考虑建模误差和固有结构变异性:综述。

Accounting for Modeling Errors and Inherent Structural Variability through a Hierarchical Bayesian Model Updating Approach: An Overview.

作者信息

Song Mingming, Behmanesh Iman, Moaveni Babak, Papadimitriou Costas

机构信息

Department of Civil and Environmental Engineering, Tufts University, Medford, MA 02155, USA.

Structural Engineering Division, Simpson Gumpetz & Heger, New York, NY 10018, USA.

出版信息

Sensors (Basel). 2020 Jul 11;20(14):3874. doi: 10.3390/s20143874.

DOI:10.3390/s20143874
PMID:32664472
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC7412196/
Abstract

Mechanics-based dynamic models are commonly used in the design and performance assessment of structural systems, and their accuracy can be improved by integrating models with measured data. This paper provides an overview of hierarchical Bayesian model updating which has been recently developed for probabilistic integration of models with measured data, while accounting for different sources of uncertainties and modeling errors. The proposed hierarchical Bayesian framework allows one to explicitly account for pertinent sources of variability such as ambient temperatures and/or excitation amplitudes, as well as modeling errors, and therefore yields more realistic predictions. The paper reports observations from applications of hierarchical approach to three full-scale civil structural systems, namely (1) a footbridge, (2) a 10-story reinforced concrete (RC) building, and (3) a damaged 2-story RC building. The first application highlights the capability of accounting for temperature effects within the hierarchical framework, while the second application underlines the effects of considering bias for prediction error. Finally, the third application considers the effects of excitation amplitude on structural response. The findings underline the importance and capabilities of the hierarchical Bayesian framework for structural identification. Discussions of its advantages and performance over classical deterministic and Bayesian model updating methods are provided.

摘要

基于力学的动力学模型常用于结构系统的设计和性能评估,通过将模型与实测数据相结合可提高其准确性。本文概述了层次贝叶斯模型更新方法,该方法是最近为将模型与实测数据进行概率整合而开发的,同时考虑了不同来源的不确定性和建模误差。所提出的层次贝叶斯框架允许明确考虑相关的变异性来源,如环境温度和/或激励幅度,以及建模误差,从而产生更符合实际的预测。本文报告了层次方法在三个全尺寸土木结构系统中的应用观察结果,即(1)一座人行天桥,(2)一座10层钢筋混凝土(RC)建筑,以及(3)一座受损的2层RC建筑。第一个应用突出了在层次框架内考虑温度效应的能力,而第二个应用强调了考虑预测误差偏差的影响。最后,第三个应用考虑了激励幅度对结构响应的影响。研究结果强调了层次贝叶斯框架在结构识别中的重要性和能力。文中还讨论了其相对于经典确定性和贝叶斯模型更新方法的优点和性能。

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