New parameter updating method for bidirectional simplified seismic models of high-speed railway bridges

This study addresses the critical need for efficient and accurate seismic analysis of high-speed railway bridges, which are increasingly prevalent in extensive railway networks. Traditional seismic models of these bridges are accurate but computationally intensive due to their complexity. To overcom...

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Published inStructures (Oxford) Vol. 71; p. 107959
Main Authors Zhou, Wangbao, Xiong, Lijun, Jiang, Lizhong
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.2025
Subjects
Online AccessGet full text
ISSN2352-0124
2352-0124
DOI10.1016/j.istruc.2024.107959

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Abstract This study addresses the critical need for efficient and accurate seismic analysis of high-speed railway bridges, which are increasingly prevalent in extensive railway networks. Traditional seismic models of these bridges are accurate but computationally intensive due to their complexity. To overcome this, we introduce an innovative parameter updating method for bidirectional simplified finite element models, which enhances computational efficiency without sacrificing accuracy. This method leverages the combined strengths of artificial neural networks (ANN) and an enhanced particle swarm optimization (PSO) algorithm, which together streamline the updating process and ensure precision. The ANN effectively maps the relationship between model parameters and seismic responses, while the PSO algorithm, with its dynamic adjustments, optimizes parameter updates. Application of this method to a four-span high-speed railway bridge demonstrated a significant increase in computational efficiency—over twice that of traditional models—while maintaining high fidelity in replicating both static and dynamic seismic behaviors. Our findings reveal that the updated model not only accelerates seismic analysis but also provides a reliable means of assessing the performance state of the bridge's components. This method holds promising potential for advancing regional seismic design and intelligent route selection in high-speed railway projects.
AbstractList This study addresses the critical need for efficient and accurate seismic analysis of high-speed railway bridges, which are increasingly prevalent in extensive railway networks. Traditional seismic models of these bridges are accurate but computationally intensive due to their complexity. To overcome this, we introduce an innovative parameter updating method for bidirectional simplified finite element models, which enhances computational efficiency without sacrificing accuracy. This method leverages the combined strengths of artificial neural networks (ANN) and an enhanced particle swarm optimization (PSO) algorithm, which together streamline the updating process and ensure precision. The ANN effectively maps the relationship between model parameters and seismic responses, while the PSO algorithm, with its dynamic adjustments, optimizes parameter updates. Application of this method to a four-span high-speed railway bridge demonstrated a significant increase in computational efficiency—over twice that of traditional models—while maintaining high fidelity in replicating both static and dynamic seismic behaviors. Our findings reveal that the updated model not only accelerates seismic analysis but also provides a reliable means of assessing the performance state of the bridge's components. This method holds promising potential for advancing regional seismic design and intelligent route selection in high-speed railway projects.
ArticleNumber 107959
Author Jiang, Lizhong
Zhou, Wangbao
Xiong, Lijun
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  organization: School of Civil Engineering, Central South University, Changsha, China
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Keywords Bidirectional simplified finite element models
High-speed railway bridges
Seismic analysis
Artificial neural networks (ANN)
Particle swarm optimization (PSO)
Parameter updating method
Language English
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SSID ssj0002140247
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SecondaryResourceType review_article
Snippet This study addresses the critical need for efficient and accurate seismic analysis of high-speed railway bridges, which are increasingly prevalent in extensive...
SourceID crossref
elsevier
SourceType Index Database
Publisher
StartPage 107959
SubjectTerms Artificial neural networks (ANN)
Bidirectional simplified finite element models
High-speed railway bridges
Parameter updating method
Particle swarm optimization (PSO)
Seismic analysis
Title New parameter updating method for bidirectional simplified seismic models of high-speed railway bridges
URI https://dx.doi.org/10.1016/j.istruc.2024.107959
Volume 71
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