DIFFERENCE IN SITE RESPONSE OF NEAR-FIELD AND FAR-FIELD EXCITATIONS

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DC Field	Value	Language
dc.contributor.author	Ranjan, Piyush	-
dc.date.accessioned	2019-05-20T06:14:54Z	-
dc.date.available	2019-05-20T06:14:54Z	-
dc.date.issued	2016-05	-
dc.identifier.uri	http://hdl.handle.net/123456789/14313	-
dc.description.abstract	The recent advancement in technology has brought about a huge amount of change in the method of design of structures. Now, apart from the gravity load carrying capacity the engineers are also concerned about the vulnerability of the structures on account of seismic loads. Ultimately, the structure has to be erected on the ground only. Hence, the ground response to various earthquake loads becomes highly important. In this report, two ground motions (near-field and far-field) are applied at a station in Delhi. The same is done for a station in Guwahati and the difference in ground response to both the applied motions is obtained and discussed.	en_US
dc.description.sponsorship	Indian Institute of Technology Roorkee.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Earthquake Engineering IITR	en_US
dc.subject	Design of Structures	en_US
dc.subject	Earthquake Loads	en_US
dc.subject	Ground Response	en_US
dc.subject	Technology	en_US
dc.title	DIFFERENCE IN SITE RESPONSE OF NEAR-FIELD AND FAR-FIELD EXCITATIONS	en_US
dc.type	Other	en_US
Appears in Collections:	DOCTORAL THESES (Earthquake Engg)

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