Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/236
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dc.contributor.authorJakhmola, Harishchandra C.-
dc.date.accessioned2009-01-19T08:22:40Z-
dc.date.available2009-01-19T08:22:40Z-
dc.date.issued2004-06-01-
dc.identifier.urihttp://hdl.handle.net/123456789/236-
dc.description.abstractThis thesis presents the comparative study of clauses of IS 13920: 1993 “Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces, ACI 318/318R-303, Chapter 21 “ Special Provision for Seismic Design: and NZS 3101” Part 1 and Part 2: 1995 “The Design of Concrete Structures for Seismic Forces”. Along with commentary suggested for each clauses with background, One G+5 building has been analyzed and designed with Ductile Detailing. For the same building, design of beam-Column joints has been done with the help of all three codes, along with detailing. Cost of the building considering reinforcement of beam and column is compared for Non Ductile and Ductile building considering the seismic forces.en
dc.language.isoen_USen
dc.publisherInstitute of Technologyen
dc.relation.ispartofseries02MCL003en
dc.subjectCivil 2002en
dc.subjectProject Report 2002en
dc.subjectCivil Project Reporten
dc.subjectProject Reporten
dc.subject02MCLen
dc.subject02MCL003en
dc.subjectCASAD-
dc.subjectCASAD 2002-
dc.titleDuctile Detailing: Comparative Study Of Various Codes With Cost Comparisonen
dc.typeDissertationen
Appears in Collections:Dissertation, CL (CASAD)

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