1. DSpace @ Delhi Technological University
  2. Civil Engineering Department
  3. M.E./M.Tech. Civil Engineering
Please use this identifier to cite or link to this item: http://dspace.dtu.ac.in:8080/jspui/handle/repository/18839
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKUMAR ANKIT-
dc.date.accessioned2022-02-21T08:32:56Z-
dc.date.available2022-02-21T08:32:56Z-
dc.date.issued2021-06-
dc.identifier.urihttp://dspace.dtu.ac.in:8080/jspui/handle/repository/18839-
dc.description.abstractThe skew effect in a bridge makes the designing and analyzing of bridge more complex. Bridge design is more troublesome by considering skew angle in the engineering community, so there is a requirement to study the effect of skew angle on the skewed bridges such as bending moment, shear force, and other parameters. This investigation based on the effect of skew angle on the design of steel composite super structures in bridges. Four models have been created and have been utilized by using Finite element-based software STAAD PRO V8i. Skew angles are taken as 0, 15, 30, and 45 degrees and all models are exposed to IRC class A, IRC class 70R vehicle and Special Vehicle loading. Results for skewed bridges are in examination with the straight or non-skewed bridges.en_US
dc.language.isoenen_US
dc.publisherDELHI TECHNOLOGICAL UNIVERSITYen_US
dc.relation.ispartofseriesTD - 5373;-
dc.subjectSKEW BEHAVIORen_US
dc.subjectSTEELen_US
dc.subjectSUPERSTRUCTUREen_US
dc.subjectSTAAD PRO V8ien_US
dc.titleSKEW BEHAVIOR IN DESIGN OF STEEL COMPOSITE SUPERSTRUCTUREen_US
dc.typeThesisen_US
Appears in Collections:M.E./M.Tech. Civil Engineering

Files in This Item:
File Description SizeFormat 
Final thesis report_2k18STE503_kumar ankit.pdf2.03 MBAdobe PDFView/Open
Show simple item record


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.