{"title":"Machine learning-based framework for rapid assessment of seismic resilience and sustainability metrics for regional RC bridges","authors":"Zhijian Qiu , Xiao Li , Zilan Zhong , Yewei Zheng","doi":"10.1016/j.engstruct.2025.121046","DOIUrl":null,"url":null,"abstract":"<div><div>The seismic resilience and environmental impact of reinforced concrete (RC) bridges during earthquakes are crucial for maintaining the functionality and sustainability of transportation networks in earthquake-prone regions. This study presents a machine learning (ML)-based framework that integrates performance-based earthquake engineering (PBEE) principles and ML models to rapidly assess seismic resilience and post-earthquake losses, including repair time, repair costs, and sustainability metrics quantified by carbon footprint, for regional RC bridges. Based on twelve bridge key attributes, including column height and diameter, 1000 finite element (FE) bridge models are systematically developed through the Latin Hypercube Sampling (LHS) method and subjected to 100 ground motions to compute probabilistic seismic demand models, system-level fragility, seismic resilience, and post-earthquake losses. Through hyperparameter tuning and <em>k</em>-fold cross-validation, six ML models are optimized with the artificial neural network (ANN) achieving superior accuracy in predicting seismic resilience. Subsequently, the developed ANN framework is applied to representative regional RC bridges, facilitating rapid and reliable predictions of seismic resilience and post-earthquake losses across varying bridge attributes. Overall, the developed framework serves as an efficient and practical tool for decision-makers, providing valuable insights to enhance seismic resilience and sustainability metrics while optimizing post-earthquake recovery strategies for critical infrastructure.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"343 ","pages":"Article 121046"},"PeriodicalIF":6.4000,"publicationDate":"2025-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625014373","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
The seismic resilience and environmental impact of reinforced concrete (RC) bridges during earthquakes are crucial for maintaining the functionality and sustainability of transportation networks in earthquake-prone regions. This study presents a machine learning (ML)-based framework that integrates performance-based earthquake engineering (PBEE) principles and ML models to rapidly assess seismic resilience and post-earthquake losses, including repair time, repair costs, and sustainability metrics quantified by carbon footprint, for regional RC bridges. Based on twelve bridge key attributes, including column height and diameter, 1000 finite element (FE) bridge models are systematically developed through the Latin Hypercube Sampling (LHS) method and subjected to 100 ground motions to compute probabilistic seismic demand models, system-level fragility, seismic resilience, and post-earthquake losses. Through hyperparameter tuning and k-fold cross-validation, six ML models are optimized with the artificial neural network (ANN) achieving superior accuracy in predicting seismic resilience. Subsequently, the developed ANN framework is applied to representative regional RC bridges, facilitating rapid and reliable predictions of seismic resilience and post-earthquake losses across varying bridge attributes. Overall, the developed framework serves as an efficient and practical tool for decision-makers, providing valuable insights to enhance seismic resilience and sustainability metrics while optimizing post-earthquake recovery strategies for critical infrastructure.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.