Uncertainty-aware fuzzy knowledge embedding method for generalized structural performance prediction

IF 9.1 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computer-Aided Civil and Infrastructure Engineering Pub Date : 2025-03-14 DOI:10.1111/mice.13457
Xiang-Yu Wang, Xin-Rui Ma, Shi-Zhi Chen
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Abstract

Structural performance prediction for structures and their components is a critical issue for ensuring the safety of civil engineering structures. Thus, enhancing the reliability of the prediction models with better generalization capability and quantifying the uncertainties of their predictions is significant. However, existing mechanism-driven and data-driven prediction models for reliable engineering applications incorporate complicated modifications on models and are sensitive to the precision of relevant prior knowledge. Focusing on these issues, a novel and concise data-driven approach, named “R2CU” (stands for transforming regression to classification with uncertainty-aware), is proposed to introduce the relative fuzzy prior knowledge into the data-driven prediction models. To enhance generalization capacity, the conventional regression task is transformed into a classification task based on the fuzzy prior knowledge and the experimental data. Then the aleatoric and epistemic uncertainty of the prediction is estimated to provide the confidence interval, which reflects the prediction's trustworthiness. A validation case study based on shear capacity prediction of reinforced concrete (RC) deep beams is carried out. The result proved that the model's generalization capability for extrapolating has been effectively enhanced with the proposed approach (the prediction precision was raised 80%). Meanwhile, the uncertainties within the model's prediction are rationally estimated, which made the proposed approach a practical alternative for structural performance prediction.

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广义结构性能预测的不确定性感知模糊知识嵌入方法
结构及其构件的结构性能预测是保证土木工程结构安全的关键问题。因此,提高具有较好泛化能力的预测模型的可靠性并量化其预测的不确定性具有重要意义。然而,现有的可靠工程应用的机制驱动和数据驱动预测模型包含复杂的模型修改,并且对相关先验知识的精度敏感。针对这些问题,提出了一种新颖而简洁的数据驱动方法,称为“R2CU”(代表将回归转换为具有不确定性意识的分类),将相对模糊先验知识引入数据驱动预测模型。为了提高泛化能力,将传统的回归任务转化为基于模糊先验知识和实验数据的分类任务。然后估计预测的任意不确定性和认知不确定性,给出反映预测可信度的置信区间。进行了基于钢筋混凝土深梁抗剪承载力预测的验证实例研究。结果表明,该方法有效增强了模型外推的泛化能力(预测精度提高80%)。同时,对模型预测中的不确定性进行了合理估计,为结构性能预测提供了一种实用的替代方法。
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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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