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    Performance-Based Design and Hazard-Based Risk of Temporary Bridges with Light-Weight Superstructures in California

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012::page 04025074-1
    Author:
    Kashizadeh, SeyyedMahdi
    ,
    Petrone, Floriana
    ,
    Kunnath, Sashi
    DOI: 10.1061/JBENF2.BEENG-7483
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Existing practice for the design of ordinary bridges is based on a hazard level of 5% in 50 years, corresponding to a return period of approximately 975 years. Extending this approach to the design of temporary bridges, whose lifespan is ...
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      Performance-Based Design and Hazard-Based Risk of Temporary Bridges with Light-Weight Superstructures in California

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314291
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    • Journal of Bridge Engineering

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    contributor authorKashizadeh, SeyyedMahdi
    contributor authorPetrone, Floriana
    contributor authorKunnath, Sashi
    date accessioned2026-08-20T21:19:35Z
    date available2026-08-20T21:19:35Z
    date copyright2025/09/17
    date issued2025
    identifier otherJBENF2.BEENG-7483.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314291
    description abstractAbstract Existing practice for the design of ordinary bridges is based on a hazard level of 5% in 50 years, corresponding to a return period of approximately 975 years. Extending this approach to the design of temporary bridges, whose lifespan is ...
    publisherAmerican Society of Civil Engineers
    titlePerformance-Based Design and Hazard-Based Risk of Temporary Bridges with Light-Weight Superstructures in California
    typeJournal Article
    journal volume30
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7483
    journal fristpage04025074-1
    journal lastpage04025074-13
    page13
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012
    contenttypeFulltext
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