1. Shodhbhagirathi @ IITR
  2. EARTHQUAKE ENGINEERING
  3. MASTERS' THESES (Earthquake Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/10969
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPrakash, Ravindra-
dc.date.accessioned2014-11-25T08:58:55Z-
dc.date.available2014-11-25T08:58:55Z-
dc.date.issued1973-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/10969-
dc.guideChandra, Brijesh-
dc.description.abstractThe inelastic behaviour of Reinforced Concrete Structures subjected to lateral loads is studied. The values of the strain ductility of the reinforcement and lateral deflection ductility of the portal frame are obtained. An attempt has been made to show the relationship between two ductiliti es . The response calculations in the post elastic range are made for two Accelerograms (Koyna and El Centro). The reduction in response due to in-elasticity of the structure is worked out for these two earthquakes and for different deflection ductilitles .en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectINELASTIC BEHAVIOURen_US
dc.subjectREINFORCED CONCRETE FRAMESen_US
dc.subjectEARTHQUAKEen_US
dc.titleINELASTIC BEHAVIOUR OF REINFORCED CONCRETE FRAMES DURING EARTHQUAKEen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number107739en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

Files in This Item:
File Description SizeFormat 
EQD107739.pdf1.89 MBAdobe PDFView/Open
Show simple item record


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