Site response evaluation for Earthquake hazard analysis of Surabaya Metropolitan

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DC Field	Value	Language
dc.contributor.author	Ma'ruf, M. Farid	-
dc.contributor.author	Widodo, Amien	-
dc.contributor.author	Suwarno	-
dc.date.accessioned	2013-10-08T07:25:15Z	-
dc.date.available	2013-10-08T07:25:15Z	-
dc.date.issued	2013-10-08	-
dc.identifier.isbn	978-602-97462-2-8	-
dc.identifier.uri	http://repository.unej.ac.id/handle/123456789/1277	-
dc.description	The Second International Conference on Earthquake Engineering and Disaster Mitigation (ICEEDM-2), Surabaya, Indonesia, 19-20 July 2011	en_US
dc.description.abstract	This paper presents the results of the seismic site response studies in Surabaya. Ground response were analyzed using one dimensional approach utilizing soil profile, bedrock level and other geotechnical properties of subsurface. Using collected Standard Penetration Test (SPT) data along with the available geotechnical properties, an equivalent linear analysis was performed by means computer program EERA. The inputs for the analysis, especially shear wave velocity, were estimated using existing correlation with field and laboratory data. The response analysis results shows that amplification factor vary from 4.5 to 6.5 and peak ground acceleration fall in the range of 0.1 to 0.35g	en_US
dc.language.iso	other	en_US
dc.subject	seismic analysis, amplification, peak acceleration	en_US
dc.title	Site response evaluation for Earthquake hazard analysis of Surabaya Metropolitan	en_US
dc.type	Article	en_US
Appears in Collections:	Fakultas Teknik

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