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Volumn 26, Issue 5, 2006, Pages 405-419

An evaluation of Güldürcek dam response during 6 June 2000 Orta earthquake

Author keywords

[No Author keywords available]

Indexed keywords

CRACKS; DAMS; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; FINITE ELEMENT METHOD; PORE PRESSURE; SOIL MECHANICS;

EID: 33644697877     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.10.007     Document Type: Article
Times cited : (17)

References (22)
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    • Bahçeci, E.1    Kayili, I.2    Altay, I.3
  • 3
    • 0001739527 scopus 로고
    • Stocastic simulation of high-frequency ground motions based on seismological models of the radiated spectra
    • Boore Stocastic simulation of high-frequency ground motions based on seismological models of the radiated spectra Bull Seismol Soc Am 71 6 1983 1865-1894
    • (1983) Bull Seismol Soc Am , vol.71 , Issue.6 , pp. 1865-1894
    • Boore1
  • 4
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    • Geotechnical earthquake engineering
    • Prentice-Hall Upper Saddle River, NJ
    • S. Kramer Geotechnical earthquake engineering 1996 Prentice-Hall Upper Saddle River, NJ
    • (1996)
    • Kramer, S.1
  • 5
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    • A review of considerations on seismic safety of embankment and earth and rock-fill dams
    • M.Y. Özkan A review of considerations on seismic safety of embankment and earth and rock-fill dams Soil Dyn Earthq Eng 17 1998 439-458
    • (1998) Soil Dyn Earthq Eng , vol.17 , pp. 439-458
    • Özkan, M.Y.1
  • 7
    • 0004120950 scopus 로고    scopus 로고
    • Dissemination of European strong motion data
    • CD-ROM Collection European Council, Environment and Climate Research Programme
    • Ambraseys N, Smit P, Berardi R, Rinaldis D, Cotton F, Berge-Thierry C. Dissemination of European strong motion data. CD-ROM Collection European Council, Environment and Climate Research Programme; 2000.
    • (2000)
    • Ambraseys, N.1    Smit, P.2    Berardi, R.3    Rinaldis, D.4    Cotton, F.5    Berge-Thierry, C.6
  • 9
    • 33644692760 scopus 로고
    • QUAD4M, a computer program for finite element analysis of plane soil structures subject to horizontal earthquake excitation at the base
    • University of California, Davis: Center of Geotechnical Modeling, Department of Civil and Environmental Engineering
    • I.M. Idriss M.B. Hudson M. Beikae QUAD4M, a computer program for finite element analysis of plane soil structures subject to horizontal earthquake excitation at the base 1993 Center of Geotechnical Modeling, Department of Civil and Environmental Engineering University of California, Davis
    • (1993)
    • Idriss, I.M.1    Hudson, M.B.2    Beikae, M.3
  • 13
    • 0000412014 scopus 로고
    • Nonlinear analysis of stress and strain in soils
    • J.M. Duncan Y.C. Chang Nonlinear analysis of stress and strain in soils J Soil Mech Found Div ASCE 96 SM5 1970 1629-1653
    • (1970) J Soil Mech Found Div ASCE , vol.96 , Issue.SM5 , pp. 1629-1653
    • Duncan, J.M.1    Chang, Y.C.2
  • 14
    • 0022922999 scopus 로고
    • Moduli and damping factors for dynamic analyses of cohensionless soils
    • H.B. Seed R.T. Wong M.I. Idriss K. Tokimatsu Moduli and damping factors for dynamic analyses of cohensionless soils J Geotech Eng ASCE 112 11 1986 1016-1032
    • (1986) J Geotech Eng ASCE , vol.112 , Issue.11 , pp. 1016-1032
    • Seed, H.B.1    Wong, R.T.2    Idriss, M.I.3    Tokimatsu, K.4
  • 15
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    • Effects of earthquakes on dams and embankments
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    • Newmark, N.M.1
  • 17
    • 0016535107 scopus 로고
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    • B.H. Seed L.L. Kenneth M.I. Idriss F.I. Makdisi The slides in the san fernando dams during the earthquake of February 9, 1971 J Geotech Eng ASCE 101 GT7 1975 651-688
    • (1975) J Geotech Eng ASCE , vol.101 , Issue.GT7 , pp. 651-688
    • Seed, B.H.1    Kenneth, L.L.2    Idriss, M.I.3    Makdisi, F.I.4
  • 18
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  • 21
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.