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.authorRamesh Babu, R.
dc.contributor.authorJayalekshmi, B.R.
dc.contributor.authorKumar, B.
dc.date.accessioned2026-02-05T09:33:13Z
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.
dc.identifier.citationEarthquake and Structures, 2016, 10, 4, pp. 829-847
dc.identifier.issn20927614
dc.identifier.urihttps://doi.org/10.12989/eas.2016.10.4.829
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/26028
dc.publisherTechno Press technop2@chollian.net
dc.subjectIS 1893
dc.subjectIsolated footings
dc.subjectModulus reduction
dc.subjectNatural seismic base isolation
dc.titleSeismic base isolation for structures using river sand

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