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Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/3060
Title: Parametric Study of 3 and 6 Storey Base Isolated building with Superstructure Eccentricity
Authors: Assudani, Jay
Thakkar, Sonal
Keywords: Base Isolated Structure
Mass Eccentricity
Stiffness Eccentricity
Civil Faculty Paper
Faculty Paper
ITFCL025
NUiCONE
NUiCONE-2011
Issue Date: 8-Dec-2011
Publisher: Institute of Technology
Citation: 2nd International Conference on Current Trends in Technology, NUiCONE-2011, Institute of Technology, Nirma University, December 8-10, 2011
Series/Report no.: ITFCL025-2
Abstract: A parametric study of three and six storey base isolated building with mass and stiffness eccentricity is presented in this paper. Non linear Response Spectrum Analysis was carried out for Kobe(1995) ground motion. Lead Rubber bearing was used as base isolation system. The behavior of three and six storey building with mass eccentricity and stiffness eccentricity was compared with fixed building. Various parameters like Base shear, time period, displacement and storey drift were compared and it was concluded that eccentricity due to position of mass plays a more important role than that related to stiffness in governing the torsional behavior of structure.
URI: http://10.1.7.181:1900/jspui/123456789/3060
ISBN: 9788192304908
Appears in Collections:Faculty Papers, Civil

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