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    Full-Scale Tests of Bridge Steel Pedestals

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    Author:
    Monique C. Hite
    ,
    Reginald DesRoches
    ,
    Roberto T. Leon
    DOI: 10.1061/(ASCE)1084-0702(2008)13:5(483)
    Publisher: American Society of Civil Engineers
    Abstract: Overheight vehicle collisions can cause major damage to bridges. To address the issue of limited vertical clearance heights and reduce the likelihood of impact damage, the Georgia Department of Transportation has implemented a program to elevate major highway bridges using very short columns referred to as steel pedestals. The process to elevate the bridges and install the steel pedestals is cost effective and efficient, resulting in minimum disruption to highway traffic. However, in practice, these pedestals are not detailed to provide end fixity, so they add considerable flexibility to the superstructure supports and potentially make the bridge more susceptible to instability and damage from seismic loads. Therefore, there is a need to evaluate how these steel pedestals will perform under the low-to-moderate earthquakes expected in this region. A full-scale
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      Full-Scale Tests of Bridge Steel Pedestals

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    contributor authorMonique C. Hite
    contributor authorReginald DesRoches
    contributor authorRoberto T. Leon
    date accessioned2017-05-08T21:25:47Z
    date available2017-05-08T21:25:47Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%291084-0702%282008%2913%3A5%28483%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51146
    description abstractOverheight vehicle collisions can cause major damage to bridges. To address the issue of limited vertical clearance heights and reduce the likelihood of impact damage, the Georgia Department of Transportation has implemented a program to elevate major highway bridges using very short columns referred to as steel pedestals. The process to elevate the bridges and install the steel pedestals is cost effective and efficient, resulting in minimum disruption to highway traffic. However, in practice, these pedestals are not detailed to provide end fixity, so they add considerable flexibility to the superstructure supports and potentially make the bridge more susceptible to instability and damage from seismic loads. Therefore, there is a need to evaluate how these steel pedestals will perform under the low-to-moderate earthquakes expected in this region. A full-scale
    publisherAmerican Society of Civil Engineers
    titleFull-Scale Tests of Bridge Steel Pedestals
    typeJournal Paper
    journal volume13
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2008)13:5(483)
    treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    contenttypeFulltext
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