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

机译:通过分层贝叶斯模型更新方法进行建模错误和固有的结构变异性:概述

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摘要

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.
机译:基于力学的动态模型通常用于结构系统的设计和性能评估,通过将模型与测量数据集成模型,可以改善它们的准确性。本文概述了分层贝叶斯模型更新,最近已开发出用于使用测量数据的模型的概率集成,同时考虑不同的不确定性和建模错误来源。该提议的分层贝叶斯框架允许一个人明确地解释有关的可变性来源,例如环境温度和/或激发幅度,以及建模误差,因此产生更现实的预测。本文报告了分层方法应用于三个全规模的民用结构系统的观察,即(1)人行桥,(2)一座10层钢筋混凝土(RC)建筑,以及(3)损坏的2层RC建筑。第一个应用程序突出显示分层框架内的温度效应的能力,而第二个应用程序强调考虑预测误差偏差的效果。最后,第三次应用程序考虑激发幅度对结构响应的影响。该研究结果强调了分层贝叶斯框架的结构识别框架的重要性和能力。提供了对古典确定性和贝叶斯模型更新方法的优点和性能的探讨。

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