Behaviour of R.C.C Frames Designed for Different Levels of Ductility

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DC Field	Value	Language
dc.contributor.author	Bindal, Akansha	-
dc.contributor.author	Shukla, Abhilash [Guided by]	-
dc.date.accessioned	2022-07-28T11:43:40Z	-
dc.date.available	2022-07-28T11:43:40Z	-
dc.date.issued	2015	-
dc.identifier.uri	http://ir.juit.ac.in:8080/jspui//xmlui/handle/123456789/5278	-
dc.description.abstract	In this thesis four, two dimensional R.C.C frames are taken with different material properties The performance of these frames are compared using Pushover analysis using ETABS 2015 software The results in terms of storey displacement, ductility, drift, sequence of cracking and yielding and damage potential are studied. The ductility for all frames are calculated using target displacement and yield displacement values obtained from ASCE 41-13 curves from Pushover analysis. It is concluded that the frame with M40 grade concrete and Fe 415 steel is performing best and is therefore maximum ductile as compared to other frames.	en_US
dc.language.iso	en	en_US
dc.publisher	Jaypee University of Information Technology, Solan, H.P.	en_US
dc.subject	Pushover analysis	en_US
dc.subject	Target displacement	en_US
dc.subject	Yield displacement	en_US
dc.subject	Ductility	en_US
dc.title	Behaviour of R.C.C Frames Designed for Different Levels of Ductility	en_US
dc.type	Project Report	en_US
Appears in Collections:	Dissertations (M.Tech.)

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