Comprehensive procedure for earthquake site response analysis in an industrial region near Istanbul, Turkey

B. Siyahi; Y. Fahjan; H. Arslan; O. Yilmaz; M. Eser

doi:10.1007/s10064-013-0478-3

Comprehensive procedure for earthquake site response analysis in an industrial region near Istanbul, Turkey

B. Siyahi^*, Y. Fahjan, H. Arslan, O. Yilmaz, M. Eser

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Özet

The paper presents ground motion analysis and earthquake safety criteria for a petroleum storage tank on a slope in the Marmara Region of Turkey. A probabilistic assessment of the earthquake hazard for 50 and 2 % probability of exceedance in 50 years was conducted. Ground motions (using stochastic Green's function procedure) and stability of the present sliding surfaces were analysed numerically. Permanent displacements associated with a 7.4 magnitude earthquake were computed using the Newmark's sliding block approach.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	311-325
Sayfa sayısı	15
Dergi	Bulletin of Engineering Geology and the Environment
Hacim	72
Basın numarası	3-4
DOI'lar	https://doi.org/10.1007/s10064-013-0478-3
Yayın durumu	Yayınlandı - Ara 2013
Harici olarak yayınlandı	Evet

Finansman

Acknowledgments We would like to thank OPET Petroleum company in Turkey for supporting the geophysical and seismic surveys. We would also like to thank Prof. Dr. Mustafa Erdik (Director of Bogazici Un. Kandilli Observatory and Earthquake Reseach Institute) for his guidance and ideas. We appreciate the Bogazici University Research Fund for support to Project No:03T101. We are grateful to Dr. Hakan Akman, Dr. Karin Sesetyan and Dr. Mine B. Demircioglu for their help during the seismic hazard analysis.

Finansörler	Finansör numarası
Bogazici University Research Fund	:03T101

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10.1007/s10064-013-0478-3

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Alıntı Yap

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title = "Comprehensive procedure for earthquake site response analysis in an industrial region near Istanbul, Turkey",

abstract = "The paper presents ground motion analysis and earthquake safety criteria for a petroleum storage tank on a slope in the Marmara Region of Turkey. A probabilistic assessment of the earthquake hazard for 50 and 2 % probability of exceedance in 50 years was conducted. Ground motions (using stochastic Green's function procedure) and stability of the present sliding surfaces were analysed numerically. Permanent displacements associated with a 7.4 magnitude earthquake were computed using the Newmark's sliding block approach.",

keywords = "Earthquake, Geophysical, Geotechnical, Ground motions, Probabilistic, Slope stability",

author = "B. Siyahi and Y. Fahjan and H. Arslan and O. Yilmaz and M. Eser",

year = "2013",

month = dec,

doi = "10.1007/s10064-013-0478-3",

language = "English",

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T1 - Comprehensive procedure for earthquake site response analysis in an industrial region near Istanbul, Turkey

AU - Siyahi, B.

AU - Fahjan, Y.

AU - Arslan, H.

AU - Yilmaz, O.

AU - Eser, M.

PY - 2013/12

Y1 - 2013/12

N2 - The paper presents ground motion analysis and earthquake safety criteria for a petroleum storage tank on a slope in the Marmara Region of Turkey. A probabilistic assessment of the earthquake hazard for 50 and 2 % probability of exceedance in 50 years was conducted. Ground motions (using stochastic Green's function procedure) and stability of the present sliding surfaces were analysed numerically. Permanent displacements associated with a 7.4 magnitude earthquake were computed using the Newmark's sliding block approach.

AB - The paper presents ground motion analysis and earthquake safety criteria for a petroleum storage tank on a slope in the Marmara Region of Turkey. A probabilistic assessment of the earthquake hazard for 50 and 2 % probability of exceedance in 50 years was conducted. Ground motions (using stochastic Green's function procedure) and stability of the present sliding surfaces were analysed numerically. Permanent displacements associated with a 7.4 magnitude earthquake were computed using the Newmark's sliding block approach.

KW - Earthquake

KW - Geophysical

KW - Geotechnical

KW - Ground motions

KW - Probabilistic

KW - Slope stability

UR - http://www.scopus.com/inward/record.url?scp=84891076094&partnerID=8YFLogxK

U2 - 10.1007/s10064-013-0478-3

DO - 10.1007/s10064-013-0478-3

M3 - Article

AN - SCOPUS:84891076094

SN - 1435-9529

VL - 72

SP - 311

EP - 325

JO - Bulletin of Engineering Geology and the Environment

JF - Bulletin of Engineering Geology and the Environment

IS - 3-4

ER -

Comprehensive procedure for earthquake site response analysis in an industrial region near Istanbul, Turkey

Özet

Finansman

BM SKH

Belgeye Erişim

Diğer Dosyalar ve Linkler

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Alıntı Yap