Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/5089
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dc.contributor.authorThakkar, Sonal-
dc.contributor.authorAssudani, Jay-
dc.date.accessioned2014-09-19T08:01:02Z-
dc.date.available2014-09-19T08:01:02Z-
dc.date.issued2014-06-
dc.identifier.urihttp://hdl.handle.net/123456789/5089-
dc.descriptionInternational Journal of Civil Engineering Research and Development (IJCERD), Vol. 4 (2), June, 2014, Page No. 30-40en_US
dc.description.abstractAn attempt is made to understand the behavior of base isolated building with varying percentage of mass eccentricity. Different variants of lead rubber bearing base isolated three storey was taken and various distribution of isolators was studied. The asymmetry was obtained by use of different percentage of stiffness of base isolators and four asymmetric distribution of isolators (CI = ±CM and CI = ±0.5 CM) were considered for 5 %, 10% and 15% of mass eccentricity in super structure. The paper tries to analyze best possible placement of isolators so that balance is achieved between torsional moment and displacement.en_US
dc.publisherPRJ Publicationen_US
dc.relation.ispartofseriesITFCL025-7;-
dc.subjectBase Isolated Structureen_US
dc.subjectCentre of Massen_US
dc.subjectCentre of Isolatorsen_US
dc.subjectCivil Faculty Paper-
dc.subjectFaculty Paper-
dc.subjectITFCL025-
dc.titleParametric Study Of Base Isolated Building With Eccentricity In Super Structure With Various Location Of Base Isolatorsen_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Papers, Civil

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