Please use this identifier to cite or link to this item: http://172.22.28.37:8080/xmlui/handle/123456789/925
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dc.contributor.authorShubham, Sanjay Patil-
dc.date.accessioned2021-12-27T09:27:49Z-
dc.date.available2021-12-27T09:27:49Z-
dc.date.issued2019-
dc.identifier.urihttp://172.22.28.37:8080/xmlui/handle/123456789/925-
dc.descriptionUnder the Supervision of Prof. P. M. Mohiteen_US
dc.description.abstractPerformance of buildings during seismic excitation demands integrity of structure as a whole. Di erential movements amongst structural members is prime cause of geometry distortion and prime cause of structural failures. Integrity and continuum nature of structure is primarily achieved through integral composite behaviour of rebar and concrete. Most important parameter deciding e ective composite behaviour of RCC is the bond slip characteristicsen_US
dc.description.sponsorshipAbhay Gujar & Associates, Satara.en_US
dc.language.isoenen_US
dc.publisherRIT Autonomousen_US
dc.titleEstablishment of Bond Slip Relationship and Damage Evolution in Reinforced Cement Concreteen_US
dc.typeOtheren_US
Appears in Collections:M.Tech Structural Engineering

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