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    Fragility Analysis of Coastal Roadways and Performance Assessment of Coastal Transportation Systems Subjected to Storm Hazards

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006::page 04021088-1
    Author:
    Yousef M. Darestani
    ,
    Bret Webb
    ,
    Jamie E. Padgett
    ,
    Garland Pennison
    ,
    Ehsan Fereshtehnejad
    DOI: 10.1061/(ASCE)CF.1943-5509.0001650
    Publisher: ASCE
    Abstract: Coastal transportation systems are extremely vulnerable due to the coupled impacts of storm surge, waves, and inundation. Existing literature has developed coastal fragility models for bridges. However, to date, flood fragility models for coastal roadways are lacking. For this purpose, the current study proposes a data-driven fragility model based on logistic regression for coastal roadways, with failure probability conditioned on distance to shoreline and inundation duration, using hindcast data for Hurricane Ike. In addition, the effect of bridge and roadway damage on transportation network performance is investigated through a case study on Galveston Island, Texas. The results indicate the spatial distribution of storm impacts on the transportation network, with select roads highly vulnerable if they are located within a couple of hundred meters of the shoreline. In addition, considering roadway damage in addition to bridge damage alone, which is the current state of the art, can have a significant impact on decreasing the performance of the transportation network. Such analyses shed light on potential policy or risk mitigation practices that are expected to be increasingly important in the future as sea level rise further reduces roadway distance to the shoreline or as storm intensity and frequency changes.
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      Fragility Analysis of Coastal Roadways and Performance Assessment of Coastal Transportation Systems Subjected to Storm Hazards

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271936
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    contributor authorYousef M. Darestani
    contributor authorBret Webb
    contributor authorJamie E. Padgett
    contributor authorGarland Pennison
    contributor authorEhsan Fereshtehnejad
    date accessioned2022-02-01T21:44:14Z
    date available2022-02-01T21:44:14Z
    date issued12/1/2021
    identifier other%28ASCE%29CF.1943-5509.0001650.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271936
    description abstractCoastal transportation systems are extremely vulnerable due to the coupled impacts of storm surge, waves, and inundation. Existing literature has developed coastal fragility models for bridges. However, to date, flood fragility models for coastal roadways are lacking. For this purpose, the current study proposes a data-driven fragility model based on logistic regression for coastal roadways, with failure probability conditioned on distance to shoreline and inundation duration, using hindcast data for Hurricane Ike. In addition, the effect of bridge and roadway damage on transportation network performance is investigated through a case study on Galveston Island, Texas. The results indicate the spatial distribution of storm impacts on the transportation network, with select roads highly vulnerable if they are located within a couple of hundred meters of the shoreline. In addition, considering roadway damage in addition to bridge damage alone, which is the current state of the art, can have a significant impact on decreasing the performance of the transportation network. Such analyses shed light on potential policy or risk mitigation practices that are expected to be increasingly important in the future as sea level rise further reduces roadway distance to the shoreline or as storm intensity and frequency changes.
    publisherASCE
    titleFragility Analysis of Coastal Roadways and Performance Assessment of Coastal Transportation Systems Subjected to Storm Hazards
    typeJournal Paper
    journal volume35
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001650
    journal fristpage04021088-1
    journal lastpage04021088-15
    page15
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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