INELASTIC BEHAVIOUR OF REINFORCED CONCRETE FRAMES DURING EARTHQUAKE

Prakash, Ravindra

dc.contributor.author	Prakash, Ravindra
dc.date.accessioned	2014-11-25T08:58:55Z
dc.date.available	2014-11-25T08:58:55Z
dc.date.issued	1973
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/10969
dc.guide	Chandra, Brijesh
dc.description.abstract	The 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.iso	en	en_US
dc.subject	EARTHQUAKE ENGINEERING	en_US
dc.subject	INELASTIC BEHAVIOUR	en_US
dc.subject	REINFORCED CONCRETE FRAMES	en_US
dc.subject	EARTHQUAKE	en_US
dc.title	INELASTIC BEHAVIOUR OF REINFORCED CONCRETE FRAMES DURING EARTHQUAKE	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	107739	en_US