Seismic base isolation for structures using river sand

Please use this identifier to cite or link to this item: https://idr.l1.nitk.ac.in/jspui/handle/123456789/12873

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DC Field	Value	Language
dc.contributor.author	Patil, S.J.
dc.contributor.author	Reddy, G.R.
dc.contributor.author	Shivshankar, R.
dc.contributor.author	Babu, R.
dc.contributor.author	Jayalekshmi, B.R.
dc.contributor.author	Kumar, B.
dc.date.accessioned	2020-03-31T08:42:19Z	-
dc.date.available	2020-03-31T08:42:19Z	-
dc.date.issued	2016
dc.identifier.citation	Earthquake and Structures, 2016, Vol.10, 4, pp.829-847	en_US
dc.identifier.uri	http://idr.nitk.ac.in/jspui/handle/123456789/12873	-
dc.description.abstract	Generally seismic isolation is achieved by supporting the structure on laminated rubber bearings, friction pendulum bearings, roller bearings etc. Very little work has been performed using soil as a base isolation media. Experiments and analytical work has been performed on a structural model with isolated footing and found encouraging results. Details of this work are presented in this paper. 2016 Techno-Press, Ltd.	en_US
dc.title	Seismic base isolation for structures using river sand	en_US
dc.type	Article	en_US
Appears in Collections:	1. Journal Articles

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