Please use this identifier to cite or link to this item:
http://10.1.7.192:80/jspui/handle/123456789/1390
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Dave, Urmil V. | - |
dc.contributor.author | Solanki, Himat | - |
dc.date.accessioned | 2009-11-19T06:44:24Z | - |
dc.date.available | 2009-11-19T06:44:24Z | - |
dc.date.issued | 2008 | - |
dc.identifier.citation | National Conference on Current Trends in Technology, Nov. 27–29, 2008 | en |
dc.identifier.isbn | 978-81-907196-8-1 | - |
dc.identifier.uri | http://hdl.handle.net/123456789/1390 | - |
dc.description | NUCONE-2008; Page No. 475-479 | en |
dc.description.abstract | This 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.iso | en_US | en |
dc.publisher | Excel India Publishers | en |
dc.subject | Civil Faculty Paper | en |
dc.subject | Faculty Paper | en |
dc.subject | ITFCL004 | en |
dc.subject | NUCONE | en |
dc.subject | NUCONE-2008 | en |
dc.title | Strengthening Of Bridges Against Seismic Loads | en |
dc.type | Faculty Papers | en |
Appears in Collections: | Faculty Papers, Civil |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
ITFCL004-2.pdf | ITFCL004-2 | 111.78 kB | Adobe PDF | ![]() View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.