Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/12388
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dc.coverage.spatialCivil Engineeringen_US
dc.date.accessioned2013-10-30T04:50:18Z-
dc.date.available2013-10-30T04:50:18Z-
dc.date.issued2013-10-30-
dc.identifier.urihttp://hdl.handle.net/10603/12388-
dc.description.abstractSometimes it is necessary to provide openings in slabs so that service lines like electrical fittings, water pipes, air conditioning conduits etc. can be taken through them. Slabs with openings are very common in industrial structures such as Mill buildings.It can be stated that Solid slab is one of the most important structural newlinecomponent of a building. Johansen3 has taken up the limit analysis of solid slab using yield line method. Johansen3 has analysed most of the isotropic slabs and presented a simple affinity theorem to solve orthogonal slabs. Subsequently many researchers 1,4,5,6,7,11,18,19,21,22,23 have used the stepped yield line criteria proposed by Johansen to solve different orthogonal solid slabs. Analysis of simply supported isotropic slab with central opening is presented first time by Zaslavsky5. He has presented some design charts also. Later, Islam. S. and Park, R8., have presented orthogonal as well as isotropic slabs supported on simple and continuous edges with different openings at different positions. They8 too have presented some design charts. However, experimental work on slabs with openings is scant. Basing on Zaslavsky s5 work, M. Barik20 has conducted tests on twelve scale models of simply supported isotropic slabs and reported the ultimate load comparisons (with respect to predicted theoretical loads) and governing failure mode. Study of orthogonal slabs with corner opening has not been paid much attention in the earlier days. Harinatha B. Goli and K.Rambabu25 had given the simplified approach to design the orthotropic slabs. Sudhakar K.J. and H.B.Goli27,28 newlineearlier had presented a paper on limit state coefficients for trapezoidal shaped slabs supported on four sides and three sides. K. Rambabu and H.B.Goli29 had given the simplified approach to design orthogonal slabs using affine theorem. ii Available literature so far on the theoretical and experimental work on this area is limited. Hence, A study on orthogonal slabs with corner opening has been chosen in this thesis work.en_US
dc.format.extent204p.en_US
dc.languageEnglishen_US
dc.relation25en_US
dc.rightsuniversityen_US
dc.titleAnalysis and design two way slabs supported on four sides with openingsen_US
dc.creator.researcherShaik, Yazdanien_US
dc.subject.keywordCivil Engineeringen_US
dc.subject.keywordSolid slab-
dc.subject.keywordOrthogonal slabs-
dc.description.noteConclusion p. 168-171, References p. 172-175 , Appendixes p. 174-204en_US
dc.contributor.guideRambabu Ken_US
dc.contributor.guideDesai, V Bhaskar-
dc.publisher.placeAnantapuramen_US
dc.publisher.universityJawaharlal Nehru Technological University, Anantapuramen_US
dc.publisher.institutionDepartment of Civil Engineeringen_US
dc.date.registered02.06.2003en_US
dc.date.completed01.05.2013en_US
dc.date.awarded17.10.2013en_US
dc.format.dimensions---en_US
dc.format.accompanyingmaterialNoneen_US
dc.source.universityUniversityen_US
dc.type.degreePh.D.en_US
Appears in Departments:Department of Civil Engineering

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01_title..pdfAttached File47.83 kBAdobe PDFView/Open
02_certificates.pdf53.88 kBAdobe PDFView/Open
03_acknowledgements.pdf57.97 kBAdobe PDFView/Open
04_abstract.pdf88.57 kBAdobe PDFView/Open
05_contents.pdf72.15 kBAdobe PDFView/Open
06_list of tables figures.pdf114.21 kBAdobe PDFView/Open
07_chapter 1.pdf92.56 kBAdobe PDFView/Open
08_chapter 2.pdf83.64 kBAdobe PDFView/Open
09_chapter 3.pdf1.17 MBAdobe PDFView/Open
10_chapter 4.pdf3.96 MBAdobe PDFView/Open
11_chapter 5.pdf1.58 MBAdobe PDFView/Open
12_chapter 6.pdf72.51 kBAdobe PDFView/Open
13_references.pdf82.27 kBAdobe PDFView/Open
14_appendices.pdf4.62 MBAdobe PDFView/Open


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