Quantifying post-earthquake residual vertical load-carrying capacity (VLCC) of RC bridge bents: Parametric study and development of interpretable machine learning models
Jingcheng Wang , Mengxin Wang , Xiaowei Wang , Aijun Ye
{"title":"Quantifying post-earthquake residual vertical load-carrying capacity (VLCC) of RC bridge bents: Parametric study and development of interpretable machine learning models","authors":"Jingcheng Wang , Mengxin Wang , Xiaowei Wang , Aijun Ye","doi":"10.1016/j.soildyn.2025.109662","DOIUrl":null,"url":null,"abstract":"<div><div>The post-earthquake residual vertical load-carrying capacity (VLCC) of bridge bents serves as a measure of bridge functionality to carry traffic loads following earthquake events, which is directly associated with the seismic resilience of bridges. To facilitate the next-generation resilience-based seismic design of bridges, this study systematically quantifies the post-earthquake residual VLCC of widely adopted reinforced concrete (RC) single-column and double-column bridge bents. An analytical framework comprising two-phase cyclic pushover analyses followed by pushdown analyses (i.e., pushover in the vertical-downward direction) is applied to evaluate the post-earthquake residual VLCC of bridge bents. An in-depth parametric study is conducted using validated numerical modeling techniques to quantify the VLCC degradation following earthquakes, and meanwhile, to explore how it is affected by bent structural parameters. Additionally, a dataset containing a total number of 860 post-earthquake residual VLCC results is gathered, statistically analyzed, and applied to develop interpretable machine learning (ML) predictive models. It is found that the degradation of VLCC can be attributed to a combination effect of physical damage to RC materials during the seismic loading and post-earthquake residual deformation-associated <em>P</em>-Δ effect during the vertical loading. At the design damage state that half of the inelastic deformation capacity of bents is mobilized, the mean residual VLCC of single-column and double-column bents reaches 89.1 % and 95.7 % of the original level, respectively. The developed ML models can provide reasonable predictions of the post-earthquake residual VLCC for bridge bents with errors mostly within 20 % and provide interpretation results align with the findings from the parametric study and statistical analysis of the dataset.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"199 ","pages":"Article 109662"},"PeriodicalIF":4.2000,"publicationDate":"2025-07-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125004555","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The post-earthquake residual vertical load-carrying capacity (VLCC) of bridge bents serves as a measure of bridge functionality to carry traffic loads following earthquake events, which is directly associated with the seismic resilience of bridges. To facilitate the next-generation resilience-based seismic design of bridges, this study systematically quantifies the post-earthquake residual VLCC of widely adopted reinforced concrete (RC) single-column and double-column bridge bents. An analytical framework comprising two-phase cyclic pushover analyses followed by pushdown analyses (i.e., pushover in the vertical-downward direction) is applied to evaluate the post-earthquake residual VLCC of bridge bents. An in-depth parametric study is conducted using validated numerical modeling techniques to quantify the VLCC degradation following earthquakes, and meanwhile, to explore how it is affected by bent structural parameters. Additionally, a dataset containing a total number of 860 post-earthquake residual VLCC results is gathered, statistically analyzed, and applied to develop interpretable machine learning (ML) predictive models. It is found that the degradation of VLCC can be attributed to a combination effect of physical damage to RC materials during the seismic loading and post-earthquake residual deformation-associated P-Δ effect during the vertical loading. At the design damage state that half of the inelastic deformation capacity of bents is mobilized, the mean residual VLCC of single-column and double-column bents reaches 89.1 % and 95.7 % of the original level, respectively. The developed ML models can provide reasonable predictions of the post-earthquake residual VLCC for bridge bents with errors mostly within 20 % and provide interpretation results align with the findings from the parametric study and statistical analysis of the dataset.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.