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Volumn 98, Issue 1, 2008, Pages 331-343

Nonlinear ground-response analysis of Turkey Flat shallow stiff-soil site to strong ground motion

Author keywords

[No Author keywords available]

Indexed keywords

CURVE FITTING; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; SENSITIVITY ANALYSIS; SHEAR WAVES; SOIL MECHANICS; STIFFNESS; STRAIN; VELOCITY;

EID: 40549145574     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: 10.1785/0120070009     Document Type: Article
Times cited : (101)

References (38)
  • 2
    • 0029479739 scopus 로고    scopus 로고
    • Cramer, C. H. (1995). Weak-motion observations and modeling for the Turkey Flat, U.S., site-effects test area near Parkfield, California, Bull. Seismol. Soc. Am. 85, no. 2, 440-451.
    • Cramer, C. H. (1995). Weak-motion observations and modeling for the Turkey Flat, U.S., site-effects test area near Parkfield, California, Bull. Seismol. Soc. Am. 85, no. 2, 440-451.
  • 3
    • 40549145663 scopus 로고    scopus 로고
    • Cramer, C. H., and C. R. Real (1992). A statistical analysis of submitted site-effects predictions for the weak-motion blind prediction test conducted at the Turkey Flat, USA, site effects test area near Parkfield, California, Proceedings, Int. Sym. on the Effects of Surface Geology on Seismic Motion, 2March 25-27, Odawara, Japan.
    • Cramer, C. H., and C. R. Real (1992). A statistical analysis of submitted site-effects predictions for the weak-motion blind prediction test conducted at the Turkey Flat, USA, site effects test area near Parkfield, California, Proceedings, Int. Sym. on the Effects of Surface Geology on Seismic Motion, 2March 25-27, Odawara, Japan.
  • 5
    • 40549103277 scopus 로고    scopus 로고
    • Day, S. M., J. Bielak, D. Dreger, R. Graves, S. Larsen, K. B. Olsen, A. Pitarka, and L. Ramirez (2004). Source-averaged basin effects from 3D ground motion simulations (Abstract S22B-06), EOS 85, no. 47, (Fall Meet. Suppl.), S22B-06.
    • Day, S. M., J. Bielak, D. Dreger, R. Graves, S. Larsen, K. B. Olsen, A. Pitarka, and L. Ramirez (2004). Source-averaged basin effects from 3D ground motion simulations (Abstract S22B-06), EOS 85, no. 47, (Fall Meet. Suppl.), S22B-06.
  • 6
    • 40549146685 scopus 로고    scopus 로고
    • Electric Power Research Institute (EPRI) (1993). Rept. No. EPRI TR102293, Guidelines for determining design basis ground motions, 2: Appendices for ground motion estimation, Palo Alto, California.
    • Electric Power Research Institute (EPRI) (1993). Rept. No. EPRI TR102293, Guidelines for determining design basis ground motions, Vol. 2: Appendices for ground motion estimation, Palo Alto, California.
  • 7
    • 0027873833 scopus 로고
    • Monte-Carlo simulation of the theoretical site response variability at Turkey Flat, California, given the uncertainty in the geotechnically derived input parameters
    • Field, E. H., and K. H. Jacob (1993). Monte-Carlo simulation of the theoretical site response variability at Turkey Flat, California, given the uncertainty in the geotechnically derived input parameters, Earthq. Spectra 9, no. 4, 669-701.
    • (1993) Earthq. Spectra , vol.9 , Issue.4 , pp. 669-701
    • Field, E.H.1    Jacob, K.H.2
  • 8
    • 0035477265 scopus 로고    scopus 로고
    • Non-finear one-dimensional seismic ground motion propagation in the Mississippi embayment
    • Hashash, Y. M. A., and D. Park (2001). Non-finear one-dimensional seismic ground motion propagation in the Mississippi embayment, Eng. Geol. 62, nos. 1-3, 185-206.
    • (2001) Eng. Geol , vol.62 , Issue.1-3 , pp. 185-206
    • Hashash, Y.M.A.1    Park, D.2
  • 9
    • 0037048325 scopus 로고    scopus 로고
    • Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis
    • Hashash, Y. M. A., and D. Park (2002). Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis, Soil Dyn. Earthq. Eng. 22, no, 7, 611-624.
    • (2002) Soil Dyn. Earthq. Eng , vol.22 , Issue.7 , pp. 611-624
    • Hashash, Y.M.A.1    Park, D.2
  • 13
    • 33748034370 scopus 로고    scopus 로고
    • Kwok, O. L. A., and J. P. Stewart (2006). Application of theoretical 1D amplification factors for evaluation of seismic site effects, Bull. Seismol. Soc. Am. 96, no. 4a, 1422-1436.
    • Kwok, O. L. A., and J. P. Stewart (2006). Application of theoretical 1D amplification factors for evaluation of seismic site effects, Bull. Seismol. Soc. Am. 96, no. 4a, 1422-1436.
  • 14
    • 40549105537 scopus 로고    scopus 로고
    • Kwok, O. L. A., J. P. Stewart, Y. M. A. Hashash, N. Matasovic, R. M. Pyke, Z. Wang, and Z. Yang. (2006). Utilizing nonlinear seismic ground response analysis for Turkey Flat blind predictions, Proceedings, 3rd Int. Sym. on the Effects of Surface Geology on Seismic Motion, 29 August-1 September 2006, Grenoble, France, Paper 50.
    • Kwok, O. L. A., J. P. Stewart, Y. M. A. Hashash, N. Matasovic, R. M. Pyke, Z. Wang, and Z. Yang. (2006). Utilizing nonlinear seismic ground response analysis for Turkey Flat blind predictions, Proceedings, 3rd Int. Sym. on the Effects of Surface Geology on Seismic Motion, 29 August-1 September 2006, Grenoble, France, Paper 50.
  • 15
    • 36349021280 scopus 로고    scopus 로고
    • Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures
    • Kwok, O. L. A., J. P. Stewart, Y. M. A. Hashash, N. Matasovic, R. M. Pyke, Z. Wang, and Z. Yang (2007). Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures, J. Geotech. Geoenviron. Eng. ASCE, 133, no. 11, 1385-1398.
    • (2007) J. Geotech. Geoenviron. Eng. ASCE , vol.133 , Issue.11 , pp. 1385-1398
    • Kwok, O.L.A.1    Stewart, J.P.2    Hashash, Y.M.A.3    Matasovic, N.4    Pyke, R.M.5    Wang, Z.6    Yang, Z.7
  • 16
    • 0003480376 scopus 로고
    • DESRA-2: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential
    • Department of Civil Engineering, University of British Columbia, Vancouver, Canada, 60 p
    • Lee, M. K. W., and W. D. L. Finn (1978). DESRA-2: dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential, in Soil Mechanics Series 36, Department of Civil Engineering, University of British Columbia, Vancouver, Canada, 60 p.
    • (1978) Soil Mechanics Series , vol.36
    • Lee, M.K.W.1    Finn, W.D.L.2
  • 19
    • 0027789677 scopus 로고
    • Cyclic characterization of liquefiable sands
    • Matasovic, N., and M. Vucetic (1993). Cyclic characterization of liquefiable sands, J. Geotech. Eng. ASCE 119, no. 11, 1805-1822.
    • (1993) J. Geotech. Eng. ASCE , vol.119 , Issue.11 , pp. 1805-1822
    • Matasovic, N.1    Vucetic, M.2
  • 20
    • 0028977245 scopus 로고
    • Generalized cyclic degradation-pore pressure generation model for clays
    • Matasovic, N., and M. Vucetic (1995). Generalized cyclic degradation-pore pressure generation model for clays, J. Geotech. Eng. ASCE 121, no. 1 33-42.
    • (1995) J. Geotech. Eng. ASCE , vol.121 , Issue.1 , pp. 33-42
    • Matasovic, N.1    Vucetic, M.2
  • 21
    • 0013317360 scopus 로고    scopus 로고
    • version 1.2, Pacific Earthquake Engineering Research Center, University of California, Berkeley, available at, last accessed December 2007
    • McKenna, F., and G. L. Fenves (2001). The OpenSees command language manual, version 1.2., Pacific Earthquake Engineering Research Center, University of California, Berkeley, available at http:// opensees.berkeley.edu (last accessed December 2007).
    • (2001) The OpenSees command language manual
    • McKenna, F.1    Fenves, G.L.2
  • 23
    • 40549134768 scopus 로고
    • special publication, The suspension p-s velocity logging method, in Geophysical Characterization of Sites, International Society of Soil Mechanics and Foundation Engineering
    • Nigbor, R., and T. Imai (1994). Technical Committee No. 10, special publication, The suspension p-s velocity logging method, in Geophysical Characterization of Sites, International Society of Soil Mechanics and Foundation Engineering.
    • (1994) Technical Committee , Issue.10
    • Nigbor, R.1    Imai, T.2
  • 24
    • 8644235216 scopus 로고    scopus 로고
    • Soil damping formulation in nonlinear time domain site response analysis
    • Park, D., and Y. M. A. Hashash (2004). Soil damping formulation in nonlinear time domain site response analysis, J. Earthq. Eng. 8, no. 2, 249-274.
    • (2004) J. Earthq. Eng , vol.8 , Issue.2 , pp. 249-274
    • Park, D.1    Hashash, Y.M.A.2
  • 26
    • 0018477876 scopus 로고
    • Nonlinear soil models for irregular cyclic loadings
    • Pyke, R. M. (1979). Nonlinear soil models for irregular cyclic loadings, J. Geotech. Eng. Div. ASCE 105, no. GT6, 715-726
    • (1979) J. Geotech. Eng. Div. ASCE , vol.105 , Issue.GT6 , pp. 715-726
    • Pyke, R.M.1
  • 27
    • 40549144641 scopus 로고    scopus 로고
    • TAGA Engineering Software Services, Lafayette, California
    • Pyke, R. M. (2000). TESS Users' Manual, TAGA Engineering Software Services, Lafayette, California.
    • (2000) TESS Users' Manual
    • Pyke, R.M.1
  • 29
    • 0343179871 scopus 로고
    • Calif. Div. of Mines and Geology Tech. Rept. 88-2
    • Real, C. R. (1988). Turkey Flat, USA site effects test area: report 2, site characterization, Calif. Div. of Mines and Geology Tech. Rept. 88-2.
    • (1988)
    • Real, C.R.1
  • 30
    • 40549109067 scopus 로고
    • Turkey Flat, USA Site Effects Test Area: Report 3: Weak-Motion Test: Prediction Criteria and Input Rock Motions,
    • Calif. Div. Mines Geol, 89-1
    • Real, C. R., and C. H. Cramer (1989). Turkey Flat, USA Site Effects Test Area: Report 3: Weak-Motion Test: Prediction Criteria and Input Rock Motions, Calif. Div. Mines Geol. Tech. Rept. 89-1.
    • (1989) Tech. Rept
    • Real, C.R.1    Cramer, C.H.2
  • 31
    • 40549114731 scopus 로고    scopus 로고
    • Real, C. R., and A. F. Shakal (2005). Turkey Flat, USA Site Effects Test Area: Report 7, Strong Motion Test: Prediction Criteria and Data Formats, Calif. Geological Survey, Dept. of Conservation CSMIP Rept. OSMS 05-01.
    • Real, C. R., and A. F. Shakal (2005). Turkey Flat, USA Site Effects Test Area: Report 7, Strong Motion Test: Prediction Criteria and Data Formats, Calif. Geological Survey, Dept. of Conservation CSMIP Rept. OSMS 05-01.
  • 32
  • 34
    • 40549096848 scopus 로고
    • Turkey Flat, USA Site Effects Test Area: Report 1: Needs, Goals, and Objectives,
    • Calif Div. Mines Geol, 86-1
    • Tucker, B. E., and C. R. Real (1986). Turkey Flat, USA Site Effects Test Area: Report 1: Needs, Goals, and Objectives, Calif Div. Mines Geol. Tech. Rept. 86-1.
    • (1986) Tech. Rept
    • Tucker, B.E.1    Real, C.R.2
  • 35
    • 0025431435 scopus 로고
    • Bounding surface hypoplasticity model for sand
    • Wang, Z., Y. F. Dafalias, and C. K. Shen (1990). Bounding surface hypoplasticity model for sand, J. Eng. Mech. Div. ASCE, 116, no. 5, 983-1001.
    • (1990) J. Eng. Mech. Div. ASCE , vol.116 , Issue.5 , pp. 983-1001
    • Wang, Z.1    Dafalias, Y.F.2    Shen, C.K.3
  • 37
    • 0345884907 scopus 로고    scopus 로고
    • Computational model for cyclic mobility and associated shear deformation
    • Yang, Z., A. Elgamal, and E. Parra (2003). Computational model for cyclic mobility and associated shear deformation, J. Geotech. Geoenviron. Eng. ASCE, 129, no. 12, 1119-1127.
    • (2003) J. Geotech. Geoenviron. Eng. ASCE , vol.129 , Issue.12 , pp. 1119-1127
    • Yang, Z.1    Elgamal, A.2    Parra, E.3


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