Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/116873
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Wei, J | - |
| dc.creator | Chen, B | - |
| dc.creator | Jia, B | - |
| dc.creator | Gao, ZY | - |
| dc.creator | Xia, P | - |
| dc.creator | Peng, KD | - |
| dc.creator | Ren, J | - |
| dc.creator | Ji, XH | - |
| dc.creator | Sui, ZJ | - |
| dc.date.accessioned | 2026-01-21T03:53:32Z | - |
| dc.date.available | 2026-01-21T03:53:32Z | - |
| dc.identifier.uri | http://hdl.handle.net/10397/116873 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier BV | en_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.rights | The 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.subject | Automated machine learning | en_US |
| dc.subject | Marine structures | en_US |
| dc.subject | Punching shear strength | en_US |
| dc.subject | Reinforced concrete slabs | en_US |
| dc.subject | Structural failure prediction | en_US |
| dc.title | Automated ensemble learning for shear strength prediction in marine reinforced concrete slabs : a self-optimizing stacked framework | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 23 | - |
| dc.identifier.doi | 10.1016/j.cscm.2025.e05243 | - |
| dcterms.abstract | Reinforced 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.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Case studies in construction materials, Dec. 2025, v. 23, e05243 | - |
| dcterms.isPartOf | Case studies in construction materials | - |
| dcterms.issued | 2025-12 | - |
| dc.identifier.scopus | 2-s2.0-105014759966 | - |
| dc.identifier.eissn | 2214-5095 | - |
| dc.identifier.artn | e05243 | - |
| dc.description.validate | 202601 bcch | - |
| dc.description.oa | Version of Record | en_US |
| dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | The 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.pubStatus | Published | en_US |
| dc.description.oaCategory | CC | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 1-s2.0-S2214509525010411-main.pdf | 5.02 MB | Adobe PDF | View/Open |
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