Please use this identifier to cite or link to this item:
http://localhost:8081/xmlui/handle/123456789/6327Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kumar, Chandraket | - |
| dc.date.accessioned | 2014-10-13T08:58:57Z | - |
| dc.date.available | 2014-10-13T08:58:57Z | - |
| dc.date.issued | 1995 | - |
| dc.identifier | M.Tech | en_US |
| dc.identifier.uri | http://hdl.handle.net/123456789/6327 | - |
| dc.guide | Agarwal, S. K. | - |
| dc.description.abstract | In this dissertationAattempt has been made to analys-g the skew slab bridges by finite element method using eight noded isoparametric serendipity element. In the finite element formulation the Mindilin plate bending theory has been used which partially in corporate the shear deformations. Software developed on the basis of above formulation can be used for any skew angle and aspect ratio. Seven types of I.R.C. loadings have been incorporated in the programme and also the automatic load nlovementfacility have been provided, so that wheels can take any position on the slab. But due to the paucity of working time in NCF, the analysis is done for I.R.C. class AA wheeled loading. On the basis of this limited analysis certain guideline for the quick analysis for skew slab bridges has been recommended | en_US |
| dc.language.iso | en | en_US |
| dc.subject | CIVIL ENGINEERING | en_US |
| dc.subject | BRIDGE STRUCTURE | en_US |
| dc.subject | SLAB BRIDGES | en_US |
| dc.subject | SKEW R.C.C. | en_US |
| dc.title | STUDY OF STRUCTURAL BEHAVIOUR OF SKEW R.C.C. SLAB BRIDGES | en_US |
| dc.type | M.Tech Dessertation | en_US |
| dc.accession.number | 246908 | en_US |
| Appears in Collections: | MASTERS' THESES (Civil Engg) | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 246908CE.pdf | 1.13 MB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.