YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Impact of Climate Change on Multihazard Performance of River-Crossing Bridges: Risk, Resilience, and Adaptation

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001::page 04020127
    Author:
    Dinesh Kumar Devendiran
    ,
    Swagata Banerjee
    ,
    Arpita Mondal
    DOI: 10.1061/(ASCE)CF.1943-5509.0001538
    Publisher: ASCE
    Abstract: Enhanced flood hazard due to global warming and climate change imposes an additional threat to safety and serviceability of river crossing bridges. This study proposes an integrated approach to assess how climate change might affect bridge performance under multihazard conditions involving floods and earthquakes. The approach is used for an existing bridge spanning over the San Joaquin River, California. The multihazard impact considering climate change is evaluated in terms of risk and resilience of the bridge. Future flood projections under climate change are obtained from general circulation model simulations in conjunction with a macroscale hydrological model. Enhanced intensities of future design floods are observed to cause higher expected scour at around bridge piers. This resulted in significant rise in risk (−21%) and drop in resilience (−14%) of the bridge, when compared to no climate change scenario, at a specific seismic hazard level. To reduce possible consequences, ripraps are applied around piers as a climate change adaptation measure. Size of the riprap is determined based on the maximum expected design flood flow at the bridge site over the projection period. The applied adaptive measure is observed to be cost-effective through a cost-benefit analysis performed over the remaining bridge service life.
    • Download: (1.647Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Impact of Climate Change on Multihazard Performance of River-Crossing Bridges: Risk, Resilience, and Adaptation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4269638
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorDinesh Kumar Devendiran
    contributor authorSwagata Banerjee
    contributor authorArpita Mondal
    date accessioned2022-01-30T22:48:12Z
    date available2022-01-30T22:48:12Z
    date issued2/1/2021
    identifier other(ASCE)CF.1943-5509.0001538.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269638
    description abstractEnhanced flood hazard due to global warming and climate change imposes an additional threat to safety and serviceability of river crossing bridges. This study proposes an integrated approach to assess how climate change might affect bridge performance under multihazard conditions involving floods and earthquakes. The approach is used for an existing bridge spanning over the San Joaquin River, California. The multihazard impact considering climate change is evaluated in terms of risk and resilience of the bridge. Future flood projections under climate change are obtained from general circulation model simulations in conjunction with a macroscale hydrological model. Enhanced intensities of future design floods are observed to cause higher expected scour at around bridge piers. This resulted in significant rise in risk (−21%) and drop in resilience (−14%) of the bridge, when compared to no climate change scenario, at a specific seismic hazard level. To reduce possible consequences, ripraps are applied around piers as a climate change adaptation measure. Size of the riprap is determined based on the maximum expected design flood flow at the bridge site over the projection period. The applied adaptive measure is observed to be cost-effective through a cost-benefit analysis performed over the remaining bridge service life.
    publisherASCE
    titleImpact of Climate Change on Multihazard Performance of River-Crossing Bridges: Risk, Resilience, and Adaptation
    typeJournal Paper
    journal volume35
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001538
    journal fristpage04020127
    journal lastpage04020127-10
    page10
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian