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    Use of Isolation for Seismic Retrofitting Bridges

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author:
    Roy A. Imbsen
    DOI: 10.1061/(ASCE)1084-0702(2001)6:6(425)
    Publisher: American Society of Civil Engineers
    Abstract: The increasing acceptance of seismic isolation for bridges is being demonstrated by the number of bridges now being designed or retrofitted using this technology. This technology is now being used for bridges across the United States. Seismic isolation in California, Tennessee-Arkansas, and New York are but a few examples of how this technology is producing cost-effective solutions for bridge owners. This paper discusses the application at these locations and the application of the American Association of State Highway and Transportation Officials Guide Specification for Seismic Isolation Design.
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      Use of Isolation for Seismic Retrofitting Bridges

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    contributor authorRoy A. Imbsen
    date accessioned2017-05-08T21:24:56Z
    date available2017-05-08T21:24:56Z
    date copyrightDecember 2001
    date issued2001
    identifier other%28asce%291084-0702%282001%296%3A6%28425%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50574
    description abstractThe increasing acceptance of seismic isolation for bridges is being demonstrated by the number of bridges now being designed or retrofitted using this technology. This technology is now being used for bridges across the United States. Seismic isolation in California, Tennessee-Arkansas, and New York are but a few examples of how this technology is producing cost-effective solutions for bridge owners. This paper discusses the application at these locations and the application of the American Association of State Highway and Transportation Officials Guide Specification for Seismic Isolation Design.
    publisherAmerican Society of Civil Engineers
    titleUse of Isolation for Seismic Retrofitting Bridges
    typeJournal Paper
    journal volume6
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2001)6:6(425)
    treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    contenttypeFulltext
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