A similarity-aware ensemble method for displacement prediction of concrete dams based on temporal division and fully Bayesian learning

IF 8 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Ruizhe Liu , Qiubing Ren , Mingchao Li , Xiaocui Ji , Ting Liu , Hao Liu
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引用次数: 0

Abstract

Precisely predicting concrete dam displacements is crucial for assessing their structural behavior during operation. Many studies have testified that ensemble methods are more accurate and applicable in practice than individual predictive models. Nevertheless, the common way handling massive monitoring data is still conventional, that is, training and testing them as a whole, neglecting the internal law and pattern difference within data, which probably limits advancements in predictive effect. To this end, the patterns of monitoring data are identified and classified before model establishment, and a similarity-aware ensemble method (SAEM) using temporal division and fully Bayesian learning is presented for dam displacement prediction. Specifically, the unsupervised fuzzy C-means approach and sparrow search algorithm are fused for similar pattern clustering of environmental factors, thus achieving temporal division in displacement responses. Fully considering the adaptability of model structure and parameters to various data patterns, a non-parametric fully Bayesian Gaussian process regression (FBGPR) model is proposed by augmenting the standard GPR with Markov chain Monte Carlo simulation and Bayesian evidence evaluation theory. Different data clusters are then fed into FBGPR in chronological order, and the final results are derived through a grouping ensemble scheme. Multiple sets of monitoring data collected from a real-world dam project are employed for method verification. The results show that our proposed SAEM has better prediction accuracy compared to homogeneous clustering-based ensemble methods and commonly used individual models. The superior performance in two additional cases also verifies the adaptability and generalization ability of our method, which provides a new modeling tool for structural health monitoring of concrete dams.
基于时间划分和完全贝叶斯学习的混凝土大坝位移预测相似性感知集合方法
精确预测混凝土大坝的位移对于评估其运行期间的结构行为至关重要。许多研究证明,与单个预测模型相比,集合方法在实践中更准确、更适用。然而,处理海量监测数据的常用方法仍然是传统的,即把它们作为一个整体进行训练和测试,忽略了数据内部的规律和模式差异,这可能会限制预测效果的提升。为此,我们在建立模型之前对监测数据的规律进行了识别和分类,并提出了一种利用时空划分和全贝叶斯学习的相似性感知集合方法(SAEM)来进行大坝位移预测。具体而言,融合无监督模糊 C-means 方法和麻雀搜索算法,对环境因素进行相似模式聚类,从而实现位移响应的时间划分。充分考虑到模型结构和参数对各种数据模式的适应性,在标准高斯过程回归的基础上,利用马尔可夫链蒙特卡罗模拟和贝叶斯证据评估理论,提出了非参数全贝叶斯高斯过程回归(FBGPR)模型。然后将不同的数据集群按时间顺序输入 FBGPR,并通过分组集合方案得出最终结果。我们采用了从实际大坝项目中收集的多组监测数据进行方法验证。结果表明,与基于同质聚类的集合方法和常用的单个模型相比,我们提出的 SAEM 具有更高的预测精度。在另外两种情况下的优异表现也验证了我们方法的适应性和泛化能力,为混凝土大坝的结构健康监测提供了一种新的建模工具。
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来源期刊
Advanced Engineering Informatics
Advanced Engineering Informatics 工程技术-工程:综合
CiteScore
12.40
自引率
18.20%
发文量
292
审稿时长
45 days
期刊介绍: Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.
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