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dc.contributor.authorRoy A. Imbsen
dc.date.accessioned2017-05-08T21:24:56Z
dc.date.available2017-05-08T21:24:56Z
dc.date.copyrightDecember 2001
dc.date.issued2001
dc.identifier.other%28asce%291084-0702%282001%296%3A6%28425%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50574
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleUse of Isolation for Seismic Retrofitting Bridges
dc.typeJournal Paper
dc.journal.volume6
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2001)6:6(425)
dc.treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
dc.contenttypeFulltext


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