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    Risk Assessment of Wind-Induced Vehicle Accidents on Long-Span Bridges Using Onsite Wind and Traffic Data

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010::page 04022155
    Author:
    Sejin Kim
    ,
    MohammadReza Seyedi
    ,
    Ho-Kyung Kim
    DOI: 10.1061/(ASCE)ST.1943-541X.0003455
    Publisher: ASCE
    Abstract: A systematic approach was proposed to assess vehicle accident risk over sea-crossing bridges under strong winds. The annual frequency of an accident was evaluated as a risk index using the information on daily traffic volumes, the ratio of high-sided vehicles, and the long-term distribution of the speed and direction of the wind at the bridge site. The approach considered the effect that deck shapes and road alignments exert on vehicle stability. The risk index was estimated by accounting for the entire road sections of the examined bridge, including approach spans. The proposed method successfully identified the vulnerable positions along the bridge and the vehicle types. The application on a sea-crossing bridge demonstrated the usefulness of the proposed risk-assessment approach in determining a preferable mitigation strategy with less traffic intervention or minimized windscreen installation by quantitative comparisons between risk indices of several possible measures.
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      Risk Assessment of Wind-Induced Vehicle Accidents on Long-Span Bridges Using Onsite Wind and Traffic Data

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4287871
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    • Journal of Structural Engineering

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    contributor authorSejin Kim
    contributor authorMohammadReza Seyedi
    contributor authorHo-Kyung Kim
    date accessioned2022-12-27T20:43:13Z
    date available2022-12-27T20:43:13Z
    date issued2022/10/01
    identifier other(ASCE)ST.1943-541X.0003455.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287871
    description abstractA systematic approach was proposed to assess vehicle accident risk over sea-crossing bridges under strong winds. The annual frequency of an accident was evaluated as a risk index using the information on daily traffic volumes, the ratio of high-sided vehicles, and the long-term distribution of the speed and direction of the wind at the bridge site. The approach considered the effect that deck shapes and road alignments exert on vehicle stability. The risk index was estimated by accounting for the entire road sections of the examined bridge, including approach spans. The proposed method successfully identified the vulnerable positions along the bridge and the vehicle types. The application on a sea-crossing bridge demonstrated the usefulness of the proposed risk-assessment approach in determining a preferable mitigation strategy with less traffic intervention or minimized windscreen installation by quantitative comparisons between risk indices of several possible measures.
    publisherASCE
    titleRisk Assessment of Wind-Induced Vehicle Accidents on Long-Span Bridges Using Onsite Wind and Traffic Data
    typeJournal Article
    journal volume148
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003455
    journal fristpage04022155
    journal lastpage04022155_14
    page14
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010
    contenttypeFulltext
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