Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/1390
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dc.contributor.authorDave, Urmil V.-
dc.contributor.authorSolanki, Himat-
dc.date.accessioned2009-11-19T06:44:24Z-
dc.date.available2009-11-19T06:44:24Z-
dc.date.issued2008-
dc.identifier.citationNational Conference on Current Trends in Technology, Nov. 27–29, 2008en
dc.identifier.isbn978-81-907196-8-1-
dc.identifier.urihttp://hdl.handle.net/123456789/1390-
dc.descriptionNUCONE-2008; Page No. 475-479en
dc.description.abstractThis paper focuses on the seismic retrofitting of conventional or “ordinary” Highway bridges. The seismic retrofitting includes methods of evaluating bridges for seismic and seismic retrofitting strategies. The retrofitting technique is intended to be applicable for all levels of seismic hazards for conventional concrete super and substructures particularly concrete girder type highway bridges with span less than 150 meters and design life limited to 75 years. Also this paper does not focus on nor prescribe specific requirements when bridges are to be retrofitted. Several Engineering techniques for seismic retrofitting for super and substructures are available. The decision to retrofit a bridge depends upon a number of factors such as availability of funding, and number of political, social and economic issues. This paper focuses on the engineering factors pertaining to the seismic retrofit of highway bridges.en
dc.language.isoen_USen
dc.publisherExcel India Publishersen
dc.subjectCivil Faculty Paperen
dc.subjectFaculty Paperen
dc.subjectITFCL004en
dc.subjectNUCONEen
dc.subjectNUCONE-2008en
dc.titleStrengthening Of Bridges Against Seismic Loadsen
dc.typeFaculty Papersen
Appears in Collections:Faculty Papers, Civil

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