考虑随机建模误差的贝叶斯动态噪声模型用于在线桥梁挠度预测

IF 3.6 2区 工程技术 Q1 ENGINEERING, CIVIL
Guang Qu, Mingming Song, Limin Sun
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引用次数: 0

摘要

预测桥梁挠度对于识别潜在的结构问题至关重要,因为持续偏离预期范围可能预示着刚度退化。为了解决现有方法经常忽略的随机建模误差问题,本文提出了一种贝叶斯动态噪声模型 (BDNM),用于预测桥梁结构的日平均挠度。动态噪声方程是根据测量的挠度数据并结合建模误差而制定的。利用贝叶斯定理,建立了用于桥梁挠度预测的递归 BDNM 过程。在贝叶斯预测框架内,关键参数,尤其是建模误差的系数和方差,采用矩方法进行估计,而贝叶斯折扣因子则采用贝叶斯优化方法确定。此外,基于正态分布的可加性,考虑到建模误差和监测的不确定性,开发了一种新的预测区间公式。该预测区间被用作异常检测阈值,模型内部的估计建模误差被用作损害指标。该模型利用一座在役桥梁的监测数据进行了验证,并与几种常用方法进行了比较。结果表明,所提出的方法达到了较高的预测精度,并提供了合理的预测区间。由于刚度退化导致响应变异性增加的模拟场景进一步说明了该模型对结构行为异常的敏感性。该方法为开发在役桥梁实时预警系统奠定了理论基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Bayesian dynamic noise model for online bridge deflection prediction considering stochastic modeling error

Bayesian dynamic noise model for online bridge deflection prediction considering stochastic modeling error

Predicting bridge deflection is crucial for identifying potential structural issues, as sustained deviations from the expected range may indicate stiffness degradation. To address the stochastic modeling errors often overlooked by existing methods, this paper proposes a Bayesian Dynamic Noise Model (BDNM) for predicting the daily average deflection of bridge structures. The dynamic noise equations are formulated based on measured deflection data and incorporate modeling errors. Using Bayes’ theorem, a recursive BDNM process for bridge deflection prediction is established. Within a Bayesian forecasting framework, key parameters, particularly the coefficient and variance of modeling errors, are estimated using the method of moments, while the Bayesian discount factor is determined using Bayesian optimization. In addition, a novel prediction interval formula is developed, considering both modeling errors and monitoring uncertainties, based on the additivity of the normal distribution. This prediction interval is used as an anomaly detection threshold, and the estimated modeling errors from within the model are employed as damage indicators. The model is validated using monitoring data from an in-service bridge and compared with several common methods. Results demonstrate that the proposed method achieves high prediction accuracy and provides reasonable prediction intervals. Simulated scenarios of increased response variability due to stiffness degradation further illustrate the model’s sensitivity to structural behavior anomalies. This method lays a theoretical foundation for developing real-time warning systems for in-service bridges.

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来源期刊
Journal of Civil Structural Health Monitoring
Journal of Civil Structural Health Monitoring Engineering-Safety, Risk, Reliability and Quality
CiteScore
8.10
自引率
11.40%
发文量
105
期刊介绍: The Journal of Civil Structural Health Monitoring (JCSHM) publishes articles to advance the understanding and the application of health monitoring methods for the condition assessment and management of civil infrastructure systems. JCSHM serves as a focal point for sharing knowledge and experience in technologies impacting the discipline of Civionics and Civil Structural Health Monitoring, especially in terms of load capacity ratings and service life estimation.
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