1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. MASTERS' THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4562
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dc.contributor.authorPatodi, Raj Kumar-
dc.date.accessioned2014-10-07T04:58:48Z-
dc.date.available2014-10-07T04:58:48Z-
dc.date.issued1969-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4562-
dc.guidePrakash, Anand-
dc.guideKanchi, M. B.-
dc.description.abstractThis thesis provides a successful example of the application of the matrix progression method for the analysis of helicoidal staircases treated as space beam. Numerical integration technique has been applied to integrate the governing differential equations using matrix notations in derivation and in computations. The tedium of the derivations of the higher order differential equations, evaluation of characteristic roots and arbitrary constants or of complicated integrals of flexibility coeff-icients avoids. The application of the method has been made to circular helicoidal staircase, corrections to the expressions by the previous investigator (Cohen) have been pointed out and correcteden_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectSPACE BEAMen_US
dc.subjectFLEXIBILITY COEFICIENTen_US
dc.subjectHELICOIDAL STAIRCASESen_US
dc.titleANALYSIS OF HELICOIDAL STAIRCASESen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number105524en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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