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Volumn 137, Issue 1-4, 2003, Pages 81-95

Three-dimensional nonlinear seismic groundmotion modeling in basins

Author keywords

Basins; Drucker Prager elastoplastic model; Finite element method; Ground motion; Nonlinear soil behavior; Simulations

Indexed keywords

EARTHQUAKE; FINITE ELEMENT METHOD; GROUND MOTION; SEDIMENTARY BASIN; SEISMIC RESPONSE; SOIL PROPERTY; THREE-DIMENSIONAL MODELING;

EID: 0038268064     PISSN: 00319201     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0031-9201(03)00009-8     Document Type: Article
Times cited : (42)

References (47)
  • 2
    • 85031152094 scopus 로고    scopus 로고
    • Archimedes home page
    • Archimedes home page, 1998 (http://www.cs.cmu.edu/~quake/Archimedes.html)
    • (1998)
  • 3
    • 0005217979 scopus 로고    scopus 로고
    • Direct observation of nonlinear soil response in acceleration time histories
    • Archuleta R.J.Direct observation of nonlinear soil response in acceleration time histories Seism. Res. Lett. 69 1998 149
    • (1998) Seism. Res. Lett. , vol.69 , pp. 149
    • Archuleta, R.J.1
  • 5
    • 0014651725 scopus 로고
    • A measure of earthquake intensity
    • Hansen, R.J. (Ed.), MIT Press, Cambridge, MA
    • Arias, A., 1970. A measure of earthquake intensity. In: Hansen, R.J. (Ed.), Seismic Design for Nuclear Power Plants. MIT Press, Cambridge, MA, pp. 438-483.
    • (1970) Seismic Design for Nuclear Power Plants , pp. 438-483
    • Arias, A.1
  • 9
    • 0008844873 scopus 로고    scopus 로고
    • Engineering observations on ground motion at the Van Norman complex after the 1994 Northridge earthquake
    • Bardet J.P.Davis C.Engineering observations on ground motion at the Van Norman complex after the 1994 Northridge earthquake Bull. Seism. Soc. Am. 86 1996 333-349
    • (1996) Bull. Seism. Soc. Am. , vol.86 , pp. 333-349
    • Bardet, J.P.1    Davis, C.2
  • 10
    • 0029208378 scopus 로고
    • Seismological evidence for nonlinear elastic ground behavior during large earthquakes
    • Beresnev I.A.Wen K.L.Yeh Y.T.Seismological evidence for nonlinear elastic ground behavior during large earthquakes Soil Dyn. Earthquake Eng. 14 1995 103-114
    • (1995) Soil Dyn. Earthquake Eng. , vol.14 , pp. 103-114
    • Beresnev, I.A.1    Wen, K.L.2    Yeh, Y.T.3
  • 11
    • 0021202631 scopus 로고
    • On the effective seismic input for nonlinear soil-structure interaction systems
    • Bielak J.Christiano P.On the effective seismic input for nonlinear soil-structure interaction systems Earthquake Eng. Struct. Dyn. 14 1984 103-114
    • (1984) Earthquake Eng. Struct. Dyn. , vol.14 , pp. 103-114
    • Bielak, J.1    Christiano, P.2
  • 12
    • 0033136087 scopus 로고    scopus 로고
    • Earthquake ground motion and structural response in alluvial valleys
    • Bielak J.Xu J.Ghattas O.Earthquake ground motion and structural response in alluvial valleys J. Geotech. Geoenviron. Eng. 125 1999 413-423
    • (1999) J. Geotech. Geoenviron. Eng. , vol.125 , pp. 413-423
    • Bielak, J.1    Xu, J.2    Ghattas, O.3
  • 13
    • 0038341188 scopus 로고    scopus 로고
    • Domain reduction method for three-dimensional earthquake modeling in localized regions
    • press
    • Bielak, J., Loukakis, K., Hisada, Y., Yoshimura, C., 2003. Domain reduction method for three-dimensional earthquake modeling in localized regions. Part I. Theory. Bull. Seism. Soc. Am., in press.
    • (2003) Theory. Bull. Seism. Soc. Am. , Issue.PART 1
    • Bielak, J.1    Loukakis, K.2    Hisada, Y.3    Yoshimura, C.4
  • 15
    • 0026277221 scopus 로고
    • Simultaneous study of the source, path, and site effects on strong ground motion during the 1989 Loma Prieta earthquake: A preliminary result on pervasive nonlinear site effects
    • Chin B.H.Aki K.Simultaneous study of the source, path, and site effects on strong ground motion during the 1989 Loma Prieta earthquake: a preliminary result on pervasive nonlinear site effects Bull. Seism. Soc. Am. 81 1991 1859-1884
    • (1991) Bull. Seism. Soc. Am. , vol.81 , pp. 1859-1884
    • Chin, B.H.1    Aki, K.2
  • 16
    • 0024011756 scopus 로고
    • Implementation of effective seismic input for soil-structure interaction systems
    • Cremonini M.G.Christiano P.Bielak J.Implementation of effective seismic input for soil-structure interaction systems Earthquake Eng. Struct. Dyn. 16 1988 615-625
    • (1988) Earthquake Eng. Struct. Dyn. , vol.16 , pp. 615-625
    • Cremonini, M.G.1    Christiano, P.2    Bielak, J.3
  • 17
    • 0026268591 scopus 로고
    • The site response of two rock and soil station pairs to strong and weak ground motion
    • Darragh R.B.Shakal A.F.The site response of two rock and soil station pairs to strong and weak ground motion Bull. Seism. Soc. Am. 81 1991 1885-1899
    • (1991) Bull. Seism. Soc. Am. , vol.81 , pp. 1885-1899
    • Darragh, R.B.1    Shakal, A.F.2
  • 18
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis or limit design
    • Drucker D.C.Prager W.Soil mechanics and plastic analysis or limit design Q. Appl. Mech. 10 1952 157-164
    • (1952) Q. Appl. Mech. , vol.10 , pp. 157-164
    • Drucker, D.C.1    Prager, W.2
  • 19
    • 0025919870 scopus 로고
    • Shear hysteretic elasto-plastic earthquake response of soil systems
    • Elgamal A.-W.Shear hysteretic elasto-plastic earthquake response of soil systems Earthquake Eng. Struct. Dyn. 20 1991 371-387
    • (1991) Earthquake Eng. Struct. Dyn. , vol.20 , pp. 371-387
    • Elgamal, A.-W.1
  • 20
    • 0031441896 scopus 로고    scopus 로고
    • Nonlinear ground-motion amplification by sediments during the 1994 Northridge earthquake
    • Field E.H.Johnson P.A.Beresnev I.A.Zeng Y.Nonlinear ground-motion amplification by sediments during the 1994 Northridge earthquake Nature 390 1997 599-602
    • (1997) Nature , vol.390 , pp. 599-602
    • Field, E.H.1    Johnson, P.A.2    Beresnev, I.A.3    Zeng, Y.4
  • 23
    • 0038562324 scopus 로고
    • Shear modulus and damping in soils: Measurement and parameter effects
    • Hardin B.O.Drnevich V.P.Shear modulus and damping in soils: measurement and parameter effects J. Soil Mech. Found. Div. ASCE 8 1972 473-496
    • (1972) J. Soil Mech. Found. Div. ASCE , vol.8 , pp. 473-496
    • Hardin, B.O.1    Drnevich, V.P.2
  • 24
    • 0001193553 scopus 로고
    • Response of a dense sand deposit during 1993 Kushiro-Oki earthquake
    • Iai S.Morita T.Kameoka T.Matsunaga Y.Abiko K.Response of a dense sand deposit during 1993 Kushiro-Oki earthquake Soils Found. 35 1995 115-131
    • (1995) Soils Found. , vol.35 , pp. 115-131
    • Iai, S.1    Morita, T.2    Kameoka, T.3    Matsunaga, Y.4    Abiko, K.5
  • 26
    • 0000604714 scopus 로고
    • A comparison of observations of ground response to weak and strong ground motion at Coalinga, California
    • Jarpe S.P.Cramer C.H.Tucker B.E.Shakal A.F.A comparison of observations of ground response to weak and strong ground motion at Coalinga, California Bull. Seism. Soc. Am. 78 1988 421-435
    • (1988) Bull. Seism. Soc. Am. , vol.78 , pp. 421-435
    • Jarpe, S.P.1    Cramer, C.H.2    Tucker, B.E.3    Shakal, A.F.4
  • 27
    • 0001221461 scopus 로고
    • A method for calculating nonlinear seismic response in two-dimensions
    • Joyner W.B.A method for calculating nonlinear seismic response in two-dimensions Bull. Seism. Soc. Am. 65 1975 1337-1357
    • (1975) Bull. Seism. Soc. Am. , vol.65 , pp. 1337-1357
    • Joyner, W.B.1
  • 28
    • 0001221461 scopus 로고
    • Calculation of non-linear ground response in earthquakes
    • Joyner W.B.Chen A.T.F.Calculation of non-linear ground response in earthquakes Bull. Seism. Soc. Am. 65 1975 1315-1336
    • (1975) Bull. Seism. Soc. Am. , vol.65 , pp. 1315-1336
    • Joyner, W.B.1    Chen, A.T.F.2
  • 30
    • 0028881472 scopus 로고
    • Comparison of linear and nonlinear seismic responses of two-dimensional alluvial basins
    • Marsh J.Larkin T.J.Haines A.J.Benites R.A.Comparison of linear and nonlinear seismic responses of two-dimensional alluvial basins Bull. Seism. Soc. Am. 85 1995 874-889
    • (1995) Bull. Seism. Soc. Am. , vol.85 , pp. 874-889
    • Marsh, J.1    Larkin, T.J.2    Haines, A.J.3    Benites, R.A.4
  • 31
    • 0033605616 scopus 로고    scopus 로고
    • Replication of apparent nonlinear seismic response with linear wave propagation models
    • O'Connell D.R.H.Replication of apparent nonlinear seismic response with linear wave propagation models Science 283 1999 2045-2050
    • (1999) Science , vol.283 , pp. 2045-2050
    • O'Connell, D.R.H.1
  • 32
    • 0034351338 scopus 로고    scopus 로고
    • Site amplification in the Los Angeles Basin from 3D modeling of ground motion
    • Olsen K.B.Site amplification in the Los Angeles Basin from 3D modeling of ground motion Bull. Seism. Soc. Am. 90 2000 S77-S94
    • (2000) Bull. Seism. Soc. Am. , vol.90
    • Olsen, K.B.1
  • 33
    • 0022678405 scopus 로고
    • An analysis of a new class of integration algorithms for elastoplastic constitutive relations
    • Ortiz M.Simo J.C.An analysis of a new class of integration algorithms for elastoplastic constitutive relations Int. J. Num. Math. Eng. 23 1986 356-366
    • (1986) Int. J. Num. Math. Eng. , vol.23 , pp. 356-366
    • Ortiz, M.1    Simo, J.C.2
  • 34
    • 85031158475 scopus 로고
    • Seismic Engineering Program Report, May-August 1980. Geological Survey Circular
    • Porcella, R.L., 1980. Atypical accelerograms recorded during recent earthquakes. Seismic Engineering Program Report, May-August 1980. Geological Survey Circular 854-B, pp. 1-7.
    • (1980) Atypical Accelerograms Recorded during Recent Earthquakes , vol.854 B , pp. 1-7
    • Porcella, R.L.1
  • 36
    • 0029478062 scopus 로고
    • Nonlinear behavior of soil sediments identified by using borehole records observed at Ashigara valley, Japan
    • Satoh T.Sato T.Kawase H.Nonlinear behavior of soil sediments identified by using borehole records observed at Ashigara valley, Japan Bull. Seism. Soc. Am. 85 1995 1821-1834
    • (1995) Bull. Seism. Soc. Am. , vol.85 , pp. 1821-1834
    • Satoh, T.1    Sato, T.2    Kawase, H.3
  • 37
    • 0000575511 scopus 로고
    • Modification of seismograph records for effects of local soil conditions
    • Schnabel P.Seed H.B.Lysmer J.Modification of seismograph records for effects of local soil conditions Bull. Seism. Soc. Am. 62 1972 1649-1664
    • (1972) Bull. Seism. Soc. Am. , vol.62 , pp. 1649-1664
    • Schnabel, P.1    Seed, H.B.2    Lysmer, J.3
  • 38
    • 0000892593 scopus 로고
    • The influence of soil conditions on ground motions during earthquakes
    • Seed H.B.Idriss I.M.The influence of soil conditions on ground motions during earthquakes J. Soil Mech. Found. Div. ASCE 94 1969 93-137
    • (1969) J. Soil Mech. Found. Div. ASCE , vol.94 , pp. 93-137
    • Seed, H.B.1    Idriss, I.M.2
  • 39
    • 0022010372 scopus 로고
    • Consistent tangent operators for rate-independent plasticity
    • Simo J.C.Taylor R.L.Consistent tangent operators for rate-independent plasticity Comput. Methods Appl. Mech. Eng. 48 1985 101-118
    • (1985) Comput. Methods Appl. Mech. Eng. , vol.48 , pp. 101-118
    • Simo, J.C.1    Taylor, R.L.2
  • 40
    • 0035194686 scopus 로고    scopus 로고
    • A 2D sensitivity study of the dynamic behavior of a volcanic hill in the Azores Islands: Comparison with 1D and 3D models
    • Sincraian M.V.Oliveira C.S.A 2D sensitivity study of the dynamic behavior of a volcanic hill in the Azores Islands: comparison with 1D and 3D models Pure Appl. Geophys. 158 2001 2431-2450
    • (2001) Pure Appl. Geophys. , vol.158 , pp. 2431-2450
    • Sincraian, M.V.1    Oliveira, C.S.2
  • 42
    • 0030392327 scopus 로고    scopus 로고
    • Nonlinear soil response, earthquake-1994 Northridge, California
    • Trifunac M.D.Todorovska M.I.Nonlinear soil response, earthquake-1994 Northridge, California J. Geotechnol. Eng. 122 1996 725-735
    • (1996) J. Geotechnol. Eng. , vol.122 , pp. 725-735
    • Trifunac, M.D.1    Todorovska, M.I.2
  • 44
    • 0028457388 scopus 로고
    • Nonlinear soil response in ground motions
    • Wen K.L.Nonlinear soil response in ground motions Earthquake Eng. Struct. Dyn. 23 1994 599-608
    • (1994) Earthquake Eng. Struct. Dyn. , vol.23 , pp. 599-608
    • Wen, K.L.1
  • 47
    • 0030439835 scopus 로고    scopus 로고
    • Simulation of the response of the Marina District Basin, San Francisco, California, to the 1989 Loma Prieta Earthquake
    • Zhang B.Papageorgiou A.S.Simulation of the response of the Marina District Basin, San Francisco, California, to the 1989 Loma Prieta Earthquake Bull. Seism. Soc. Am. 86 1996 1382-1400
    • (1996) Bull. Seism. Soc. Am. , vol.86 , pp. 1382-1400
    • Zhang, B.1    Papageorgiou, A.S.2


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