Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116873
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWei, J-
dc.creatorChen, B-
dc.creatorJia, B-
dc.creatorGao, ZY-
dc.creatorXia, P-
dc.creatorPeng, KD-
dc.creatorRen, J-
dc.creatorJi, XH-
dc.creatorSui, ZJ-
dc.date.accessioned2026-01-21T03:53:32Z-
dc.date.available2026-01-21T03:53:32Z-
dc.identifier.urihttp://hdl.handle.net/10397/116873-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2025 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license ( http://creativecommons.org/licenses/by-nc-nd/4.0/ ).en_US
dc.rightsThe following publication Wei, J., Chen, B., Jia, B., Gao, Z.-y., Xia, P., Peng, K.-D., Ren, J., Ji, X.-H., & Sui, Z.-j. (2025). Automated ensemble learning for shear strength prediction in marine reinforced concrete slabs: A self-optimizing stacked framework. Case Studies in Construction Materials, 23, e05243 is available at https://doi.org/10.1016/j.cscm.2025.e05243.en_US
dc.subjectAutomated machine learningen_US
dc.subjectMarine structuresen_US
dc.subjectPunching shear strengthen_US
dc.subjectReinforced concrete slabsen_US
dc.subjectStructural failure predictionen_US
dc.titleAutomated ensemble learning for shear strength prediction in marine reinforced concrete slabs : a self-optimizing stacked frameworken_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume23-
dc.identifier.doi10.1016/j.cscm.2025.e05243-
dcterms.abstractReinforced concrete (RC) slabs are fundamental structural elements widely employed in both general and marine engineering applications, where they are required to ensure load distribution and in-plane stability under various environmental and mechanical stresses. In marine environments, these slabs are particularly vulnerable to degradation mechanisms such as chloride-induced corrosion and cyclic wave loading, which significantly increase the risk of brittle punching shear failures. Such failures, typically resulting from unbalanced shear forces and insufficient reinforcement detailing, can lead to abrupt and catastrophic structural collapse. Existing empirical approaches for predicting punching shear strength often lack the capacity to account for the complex, nonlinear interactions among geometric, material, and environmental parameters, thereby limiting their reliability in marine contexts. To address these limitations, this study proposes an automated machine learning (AutoML) framework that leverages data-driven modeling for accurate and efficient prediction of punching shear strength in RC slabs. The framework integrates automated model selection, hyperparameter optimization, and feature selection within a self-optimizing multi-layer stacking ensemble, eliminating the need for manual intervention and enhancing predictive performance. Model interpretability is achieved through SHapley Additive exPlanations (SHAP) analysis, which identifies the most influential predictors and provides insights into underlying structural behaviors. The proposed methodology is validated using an extensive dataset comprising RC slabs with varying reinforcement configurations, material properties, and exposure conditions, including those specific to marine environments. Results demonstrate superior generalization capability and improved prediction accuracy compared to traditional approaches, highlighting the framework’s potential as a practical tool for structural design, assessment, and durability analysis of RC elements in marine infrastructure systems.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCase studies in construction materials, Dec. 2025, v. 23, e05243-
dcterms.isPartOfCase studies in construction materials-
dcterms.issued2025-12-
dc.identifier.scopus2-s2.0-105014759966-
dc.identifier.eissn2214-5095-
dc.identifier.artne05243-
dc.description.validate202601 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors acknowledge the financial support from the National Natural Science Foundation of China (Grant number: 12172244), a Project Supported by Scientific Research Fund of Zhejiang Provincial Education Department (Grant number: Y202352119), and the Talent Introduction Project of Zhejiang Shuren University (Grant number: 2024R038).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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