EARTHQUAKE PARAMETERS AND STRUCTURAL RESPONSE

Sahadeo

dc.contributor.author	Sahadeo
dc.date.accessioned	2014-11-25T08:54:54Z
dc.date.available	2014-11-25T08:54:54Z
dc.date.issued	1971
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/10964
dc.guide	Thakkar, S. K.
dc.guide	Arya, A. S.
dc.description.abstract	The purpose of this thesis is to study the elastic and inelastic response of single degree of freedom systems for Koyna accelerograms as recorded as well as for modified. For elastic analysis the accelerogram Is derived in any arbitrary direction from the recorded accelerogrems in mutually perpendicular directions. The elastic response of structures is studied for the modified accelerograms, The effect of orientation of this direct .on with respect to recorded accelerogram on the elastic response is also studied. For the inelastic analysis the earthquake record is modified by al gyring its time base by a factor of 1, 5, The effect of this modification is studied on the inelastic response of the structures.	en_US
dc.language.iso	en	en_US
dc.subject	EARTHQUAKE ENGINEERING	en_US
dc.subject	EARTHQUAKE PARAMETERS	en_US
dc.subject	STRUCTURAL RESPONSE	en_US
dc.subject	FREEDOM SYSTEM	en_US
dc.title	EARTHQUAKE PARAMETERS AND STRUCTURAL RESPONSE	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	107159	en_US