Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/3063
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dc.contributor.authorTrivedi, S. S.-
dc.date.accessioned2012-04-06T06:43:32Z-
dc.date.available2012-04-06T06:43:32Z-
dc.date.issued2011-12-08-
dc.identifier.citation2nd International Conference on Current Trends in Technology, NUiCONE-2011, Institute of Technology, Nirma University, December 8-10, 2011en_US
dc.identifier.isbn9788192304908-
dc.identifier.urihttp://10.1.7.181:1900/jspui/123456789/3063-
dc.description.abstractThe present paper is primarily concerned with identifying the areas in Ahmedabad region in which soil formations are prone to amplifying ground motions, as well as evaluation of amplification of peak ground accelerations due to soil using computer program ProShake for earthquake site response analysis. Based on the soil formation summary in Ahmedabad, a qualitative approach was employed to determine locations in Ahmedabad that are prone to ground motion amplification due to their soil formations, and a tentative map showing these areas was prepared. Acceleration amplification factors were obtained as the ratio of spectral accelerations at the top to those at the bottom of the soil formation. Amplification factors are presented for firm and weak sites. It was found that while for the firm sites, amplification factors reach only maximum values of 1.69, amplification factors in the weak sites may very well reach 4.26. This finding clearly confirms the effect of soil formation on amplification of ground motion.en_US
dc.publisherInstitute of Technologyen_US
dc.relation.ispartofseriesITFCL007-1en_US
dc.subjectPeak Ground Accelerationen_US
dc.subjectEquivalent Linear Ground Response Analysisen_US
dc.subjectSoil Amplificationen_US
dc.subjectCivil Faculty Paperen_US
dc.subjectFaculty Paperen_US
dc.subjectITFCL007en_US
dc.subjectNUiCONEen_US
dc.subjectNUiCONE-2011en_US
dc.titleSoil Amplification Studies for Ahmedabad Regionen_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Papers, Civil

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