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Volumn 79, Issue 12, 2009, Pages 1467-1492

Time-domain BEM for three-dimensional site response analysis of topographic structures

Author keywords

Boundary element method; Site response analysis; Three dimensional; Time domain; Topography effects; Transient elastodynamic kernel; Wave propagation

Indexed keywords

AXISYMMETRIC; BOUNDARY ELEMENTS; GAUSSIANS; INCIDENT WAVES; P- AND S-WAVES; SEISMIC RESPONSE ANALYSIS; SITE RESPONSE ANALYSIS; TIME-DOMAIN; TIME-DOMAIN BEM; TOPOGRAPHY EFFECTS; TWO-DIMENSIONAL;

EID: 69249221452     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.2619     Document Type: Article
Times cited : (23)

References (51)
  • 2
    • 69249228317 scopus 로고
    • Association Française du Genie Parasismique (AFPS), AFPS: Paris
    • Association Française du Genie Parasismique (AFPS). Recommendations de la AFPS. AFPS: Paris, 1990.
    • (1990) Recommendations de la AFPS
  • 4
    • 85025223492 scopus 로고
    • Boundary element methods in dynamic analysis
    • Beskos DE. Boundary element methods in dynamic analysis. Applied Mechanics Review 1987; 40:1-23.
    • (1987) Applied Mechanics Review , vol.40 , pp. 1-23
    • Beskos, D.E.1
  • 5
    • 0031095811 scopus 로고    scopus 로고
    • Boundary element methods in dynamic analysis: Part II (1986-1996)
    • Beskos DE. Boundary element methods in dynamic analysis: Part II (1986-1996). Applied Mechanics Review 1997; 50:149-197.
    • (1997) Applied Mechanics Review , vol.50 , pp. 149-197
    • Beskos, D.E.1
  • 6
    • 84957279653 scopus 로고
    • Diffraction of pulses by cylindrical obstacles of arbitrary cross section
    • Friedman MB, Shaw RP. Diffraction of pulses by cylindrical obstacles of arbitrary cross section. Journal of Applied Mechanics 1962; 29:40-46.
    • (1962) Journal of Applied Mechanics , vol.29 , pp. 40-46
    • Friedman, M.B.1    Shaw, R.P.2
  • 7
    • 0004757777 scopus 로고
    • An application of the integral equation method to two-dimensional elastodynamics
    • Niwa Y, Fukui T, Kato S, Fujiki K. An application of the integral equation method to two-dimensional elastodynamics. Theory of Applied Mechanics 1980; 28:281-290.
    • (1980) Theory of Applied Mechanics , vol.28 , pp. 281-290
    • Niwa, Y.1    Fukui, T.2    Kato, S.3    Fujiki, K.4
  • 9
    • 0022332127 scopus 로고
    • A boundary element procedure for transient wave propagation in two-dimensional isotropic elastic media
    • Antes H. A boundary element procedure for transient wave propagation in two-dimensional isotropic elastic media. Finite Elements in Analysis and Design 1985; 1:313-322.
    • (1985) Finite Elements in Analysis and Design , vol.1 , pp. 313-322
    • Antes, H.1
  • 10
    • 0004810483 scopus 로고
    • Transient elastodynamics
    • (ed.), Chapter 5, Time-dependent and Vibration Problems, Springer-Verlag: Berlin
    • Mansur WJ, Brebbia CA. Transient elastodynamics. In Topics in Boundary Element Research, Brebbia CA (ed.), Chapter 5, Time-dependent and Vibration Problems, vol. 2. Springer-Verlag: Berlin, 1985; 124-155.
    • (1985) Topics in Boundary Element Research, Brebbia CA , vol.2 , pp. 124-155
    • Mansur, W.J.1    Brebbia, C.A.2
  • 11
    • 0021201739 scopus 로고
    • Dynamic response of 3-D rigid surface foundations by time domain boundary element method
    • Karabalis DL, Beskos DE. Dynamic response of 3-D rigid surface foundations by time domain boundary element method. Earthquake Engineering and Structural Dynamics 1984; 12:73-93.
    • (1984) Earthquake Engineering and Structural Dynamics , vol.12 , pp. 73-93
    • Karabalis, D.L.1    Beskos, D.E.2
  • 12
    • 0022563632 scopus 로고
    • Boundary element method implementation for three-dimensional elastodynamics
    • Banerjee PK, Watson JO (eds). Elsevier Applied Science Publishers: London
    • Manolis GD, Ahmad S, Banerjee PK. Boundary element method implementation for three-dimensional elastodynamics. Developments in Boundary Element Methods: IV, Banerjee PK, Watson JO (eds). Elsevier Applied Science Publishers: London, 1985; 29-63.
    • (1985) Developments in Boundary Element Methods: IV , pp. 29-63
    • Manolis, G.D.1    Ahmad, S.2    Banerjee, P.K.3
  • 14
    • 0003080204 scopus 로고
    • Three-dimensional soil-structure interaction by boundary element method
    • (ed.), Chapter 1, Application in Geomechanics, Springer-Verlag: Berlin
    • Karabalis DL, Beskos DE. Three-dimensional soil-structure interaction by boundary element method. In Topics in Boundary Element Research, Brebbia CA (ed.), Chapter 1, Application in Geomechanics, vol. 4. Springer-Verlag: Berlin, 1987; 1-26.
    • (1987) Topics in Boundary Element Research, Brebbia CA , vol.4 , pp. 1-26
    • Karabalis, D.L.1    Beskos, D.E.2
  • 15
    • 0026171423 scopus 로고
    • A simplified 3-D time domain BEM for dynamic soil-structure interaction problems
    • Karabalis DL. A simplified 3-D time domain BEM for dynamic soil-structure interaction problems. Engineering Analysis with Boundary Elements 1991; 8(3):139-145.
    • (1991) Engineering Analysis with Boundary Elements , vol.8 , Issue.3 , pp. 139-145
    • Karabalis, D.L.1
  • 20
    • 0009012273 scopus 로고    scopus 로고
    • A time domain BEM for 3-D elastodynamic analysis using the B-spline fundamental solutions
    • Rizos DC, Karabalis DL. A time domain BEM for 3-D elastodynamic analysis using the B-spline fundamental solutions. Computational Mechanics 1998; 22(1):108-115.
    • (1998) Computational Mechanics , vol.22 , Issue.1 , pp. 108-115
    • Rizos, D.C.1    Karabalis, D.L.2
  • 21
    • 0034481459 scopus 로고    scopus 로고
    • A rigid surface boundary element for soil-structure interaction analysis in the direct time domain
    • Rizos DC. A rigid surface boundary element for soil-structure interaction analysis in the direct time domain. Computational Mechanics 2000; 26(6):582-591.
    • (2000) Computational Mechanics , vol.26 , Issue.6 , pp. 582-591
    • Rizos, D.C.1
  • 22
    • 0037212362 scopus 로고    scopus 로고
    • Numerical behavior of time domain BEM for three-dimensional transient elastodynamic problems
    • Marrero M, Dominguez J. Numerical behavior of time domain BEM for three-dimensional transient elastodynamic problems. Engineering Analysis with Boundary Elements 2003; 27:39-48.
    • (2003) Engineering Analysis with Boundary Elements , vol.27 , pp. 39-48
    • Marrero, M.1    Dominguez, J.2
  • 23
    • 1542783282 scopus 로고    scopus 로고
    • Time-domain BEM for three-dimensional fracture mechanics
    • Marrero M, Domínguez J. Time-domain BEM for three-dimensional fracture mechanics. Engineering Fracture Mechanics 2004; 71(11):1557-1575.
    • (2004) Engineering Fracture Mechanics , vol.71 , Issue.11 , pp. 1557-1575
    • Marrero, M.1    Domínguez, J.2
  • 25
    • 0028572134 scopus 로고
    • SH-wave scattering and propagation analysis at irregular sites by time domain BEM
    • Takemiya H, Fujiwara A. SH-wave scattering and propagation analysis at irregular sites by time domain BEM. Bulletin of the Seismological Society of America 1994; 84:1443-1455.
    • (1994) Bulletin of the Seismological Society of America , vol.84 , pp. 1443-1455
    • Takemiya, H.1    Fujiwara, A.2
  • 27
    • 0031246641 scopus 로고    scopus 로고
    • Seismic wave amplification due to topography and geology in Kobe during Hyogo-Ken Nanbu earthquake
    • Takemiya H, Adam M. Seismic wave amplification due to topography and geology in Kobe during Hyogo-Ken Nanbu earthquake. Structural Engineering/Earthquake Engineering 1997; 14(2):129s-138s.
    • (1997) Structural Engineering/Earthquake Engineering , vol.14 , Issue.2
    • Takemiya, H.1    Adam, M.2
  • 28
    • 0032042937 scopus 로고    scopus 로고
    • 2D nonlinear seismic ground analysis by FEM-BEM: The case of Kobe in the Hyogo-ken Nanbu earthquake
    • Takemiya H, Adam M. 2D nonlinear seismic ground analysis by FEM-BEM: the case of Kobe in the Hyogo-ken Nanbu earthquake. Structural Engineering/Earthquake Engineering 1998; 15(1):19s-27s.
    • (1998) Structural Engineering/Earthquake Engineering , vol.15 , Issue.1
    • Takemiya, H.1    Adam, M.2
  • 32
    • 49049118124 scopus 로고    scopus 로고
    • Seismic response of 2D semi-sine shaped hills to vertically propagating incident waves: Amplification patterns and engineering applications
    • Kamalian M, Jafari MK, Sohrabi-Bidar A, Razmkhah A. Seismic response of 2D semi-sine shaped hills to vertically propagating incident waves: amplification patterns and engineering applications. Earthquake Spectra 2008; 24:405-430.
    • (2008) Earthquake Spectra , vol.24 , pp. 405-430
    • Kamalian, M.1    Jafari, M.K.2    Sohrabi-Bidar, A.3    Razmkhah, A.4
  • 33
    • 0033931713 scopus 로고    scopus 로고
    • Seismic response of three-dimensional topographies using a time-domain boundary element method
    • Janod F, Coutant O. Seismic response of three-dimensional topographies using a time-domain boundary element method. Geophysical Journal International 2000; 142:603-614.
    • (2000) Geophysical Journal International , vol.142 , pp. 603-614
    • Janod, F.1    Coutant, O.2
  • 37
    • 0040709502 scopus 로고
    • Dynamics of foundations
    • (ed.), Chapter 2, Application in Geomechanics, Springer-Verlag: Berlin
    • Dominduez J, Abascal R. Dynamics of foundations. In Topics in Boundary Element Research, Brebbia CA (ed.), Chapter 2, Application in Geomechanics, vol. 4. Springer-Verlag: Berlin, 1987; 27-75.
    • (1987) Topics in Boundary Element Research, Brebbia CA , vol.4 , pp. 27-75
    • Dominduez, J.1    Abascal, R.2
  • 38
    • 0024194708 scopus 로고
    • Time-domain response of a semi-circular canyon for incident P, SV and Rayleigh waves calculated by the discrete wave number boundary element method
    • Kawase H. Time-domain response of a semi-circular canyon for incident P, SV and Rayleigh waves calculated by the discrete wave number boundary element method. Bulletin of the Seismological Society of America 1988; 78:1415-1437.
    • (1988) Bulletin of the Seismological Society of America , vol.78 , pp. 1415-1437
    • Kawase, H.1
  • 39
    • 0039591329 scopus 로고
    • Scattering of waves by inclusions in a nonhomogeneous elastic half space solved by boundary element methods
    • Technical Report NCEER-89-0027
    • Hadely PK, Askar A, Cakmak AS. Scattering of waves by inclusions in a nonhomogeneous elastic half space solved by boundary element methods. Technical Report NCEER-89-0027, 1989.
    • (1989)
    • Hadely, P.K.1    Askar, A.2    Cakmak, A.S.3
  • 47
    • 8644235216 scopus 로고    scopus 로고
    • Soil damping formulation in nonlinear time domain site response analysis
    • Park D, Hashash YMA. Soil damping formulation in nonlinear time domain site response analysis. Journal of Earthquake Engineering 2004; 8:249-274.
    • (2004) Journal of Earthquake Engineering , vol.8 , pp. 249-274
    • Park, D.1    Hashash, Y.M.A.2
  • 48
    • 0001519984 scopus 로고
    • Diffraction of elastic waves by three-dimensional surface irregularities
    • Sanchez-Sesma FJ. Diffraction of elastic waves by three-dimensional surface irregularities. Bulletin of the Seismological Society of America 1983; 73:1621-1636.
    • (1983) Bulletin of the Seismological Society of America , vol.73 , pp. 1621-1636
    • Sanchez-Sesma, F.J.1
  • 49
    • 0024856982 scopus 로고
    • Scattering of plane harmonic SH, SV, P and Rayleigh waves by non-axisymmetric three-dimensional canyons: A wave function expansion approach
    • Eshraghi H, Dravinski M. Scattering of plane harmonic SH, SV, P and Rayleigh waves by non-axisymmetric three-dimensional canyons: a wave function expansion approach. Earthquake Engineering and Structural Dynamics 1989; 18:983-998.
    • (1989) Earthquake Engineering and Structural Dynamics , vol.18 , pp. 983-998
    • Eshraghi, H.1    Dravinski, M.2


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