Component Restoration Models of Highway Bridges for Resilience Assessment: A Nationwide Expert‐Opinion Survey Study and Application

This study performs a nationwide expert‐opinion survey in Mainland China to establish component restoration models of highway bridges toward high‐fidelity resilience assessment. To this end, a questionnaire based on component damage states is designed to collect expert opinions on key variables of the restoration models, including loss of functionality, traffic decision, idle time, repair strategy, and recovery time. More importantly, this study introduces the concept of repair‐induced loss of functionality into the component restoration models, in addition to the traditional earthquake‐induced loss of functionality. According to the survey results, both deterministic and probabilistic restoration models are developed, where the former is for practical application while the latter characterizes epistemic uncertainties in the key variables. Finally, a case study on a highway bridge with multiple types of vulnerable components is carried out to illustrate the application of the component restoration models for full bridge resilience assessment.

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Publication Details

Journal
Earthquake Spectra
Published
2024-11-23
DOI
https://doi.org/10.1177/87552930241290487
Citations
28
Primary Topic
Concrete Corrosion and Durability
Type
article
Field-Weighted Citation Impact
7.31

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article

Component Restoration Models of Highway Bridges for Resilience Assessment: A Nationwide Expert‐Opinion Survey Study and Application

Jun Peng, Lianxu Zhou, Kaihui Song, Xiaowei Wang et al.
28 citations
Earthquake Spectra
Concrete Corrosion and Durability
7.31
article

Component Restoration Models of Highway Bridges for Resilience Assessment: A Nationwide Expert‐Opinion Survey Study and Application

Jun Peng, Lianxu Zhou, Kaihui Song, Xiaowei Wang, Liming Lou, Jun Li, Xueping Wu, Xu Wei, Deqiu Yang, Aijun Ye
article en
28 citations

Abstract

This study performs a nationwide expert‐opinion survey in Mainland China to establish component restoration models of highway bridges toward high‐fidelity resilience assessment. To this end, a questionnaire based on component damage states is designed to collect expert opinions on key variables of the restoration models, including loss of functionality, traffic decision, idle time, repair strategy, and recovery time. More importantly, this study introduces the concept of repair‐induced loss of functionality into the component restoration models, in addition to the traditional earthquake‐induced loss of functionality. According to the survey results, both deterministic and probabilistic restoration models are developed, where the former is for practical application while the latter characterizes epistemic uncertainties in the key variables. Finally, a case study on a highway bridge with multiple types of vulnerable components is carried out to illustrate the application of the component restoration models for full bridge resilience assessment.

Earthquake SpectraVol. 41(1)
Tongji University (CN), Shanghai Urban Construction Design and Research Institute (Group) (CN), Zhejiang Provincial Institute of Communications Planning,Design & Research (CN), Sichuan Highway Design and Research Institute (CN), CCCC Highway Consultants (China) (CN), China Railway Major Bridge Reconnaissance & Design Institute (China) (CN), Beijing Urban Construction Design & Development Group (China) (CN)
National Natural Science Foundation of China, Central University Basic Research Fund of China, National Key Research and Development Program of China
Openalex Percentile: Top 2%
Concrete Corrosion and Durability
7.31
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