Please use this identifier to cite or link to this item:
http://hdl.handle.net/10603/473264
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.coverage.spatial | Civil Engineering | |
dc.date.accessioned | 2023-03-28T11:33:52Z | - |
dc.date.available | 2023-03-28T11:33:52Z | - |
dc.identifier.uri | http://hdl.handle.net/10603/473264 | - |
dc.description.abstract | Integral abutment bridges IAB are constructed without any deck joints with abutment and pier In a single span construction the deck is cast integrally with abutment In the case of a multi span construction the intermediate support to the deck is provided either by flexible pier with deck integrated monolithically with the pier or by rigid pier with a bearing on it supporting the deck This practice is a significant deviation from the conventional method of bridge construction which employs | |
dc.format.extent | Not Available | |
dc.language | English | |
dc.relation | Not Available | |
dc.rights | self | |
dc.title | Seismic response control of integral abutment bridge using sleeved piles | |
dc.title.alternative | Not available | |
dc.creator.researcher | Lego, Atop | |
dc.subject.keyword | Engineering | |
dc.subject.keyword | Engineering and Technology | |
dc.subject.keyword | Engineering Civil | |
dc.description.note | Not Available | |
dc.contributor.guide | Dutta, Anjan and Deb, Sajal Kanti | |
dc.publisher.place | Guwahati | |
dc.publisher.university | Indian Institute of Technology Guwahati | |
dc.publisher.institution | DEPARTMENT OF CIVIL ENGINEERING | |
dc.date.registered | 2010 | |
dc.date.completed | 2018 | |
dc.date.awarded | 2018 | |
dc.format.dimensions | Not Available | |
dc.format.accompanyingmaterial | None | |
dc.source.university | University | |
dc.type.degree | Ph.D. | |
Appears in Departments: | DEPARTMENT OF CIVIL ENGINEERING |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
01_fulltext.pdf | Attached File | 14.47 MB | Adobe PDF | View/Open |
04_abstract.pdf | 143.7 kB | Adobe PDF | View/Open | |
80_recommendation.pdf | 255.38 kB | Adobe PDF | View/Open |
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