Seismic base isolation for structures using river sand

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dc.contributor.authorPatil, S.J.
dc.contributor.authorReddy, G.R.
dc.contributor.authorShivshankar, R.
dc.contributor.authorBabu, R.
dc.contributor.authorJayalekshmi, B.R.
dc.contributor.authorKumar, B.
dc.date.accessioned2020-03-31T08:42:19Z
dc.date.available2020-03-31T08:42:19Z
dc.date.issued2016
dc.description.abstractGenerally 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.identifier.citationEarthquake and Structures, 2016, Vol.10, 4, pp.829-847en_US
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/12873
dc.titleSeismic base isolation for structures using river sanden_US
dc.typeArticleen_US

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