메뉴 건너뛰기




Volumn 123, Issue 12, 1997, Pages 1311-1320

Response of earth dams to Rayleigh waves using coupled FE-BE method

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY ELEMENT METHOD; EARTH DAM; FINITE ELEMENT METHOD; WAVE;

EID: 5244243964     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1997)123:12(1311)     Document Type: Article
Times cited : (3)

References (35)
  • 1
    • 5244224510 scopus 로고
    • Three-dimensional dynamic analysis of non-homogeneous earth dams
    • Abdel-Ghaffar, A. M., and Koh, A. S. (1982). "Three-dimensional dynamic analysis of non-homogeneous earth dams." J. Soil Dyn. and Earthquake Engrg., 1(3), 136-144.
    • (1982) J. Soil Dyn. and Earthquake Engrg. , vol.1 , Issue.3 , pp. 136-144
    • Abdel-Ghaffar, A.M.1    Koh, A.S.2
  • 3
    • 0030293991 scopus 로고    scopus 로고
    • Response of earth dams to P and SV waves using coupled FE-BE formulation
    • Abouseeda, H., and Dakoulas, P. (1996). "Response of earth dams to P and SV waves using coupled FE-BE formulation." J. Earthquake Engrg. and Struct. Dyn., 25(11), 1177-1194.
    • (1996) J. Earthquake Engrg. and Struct. Dyn. , vol.25 , Issue.11 , pp. 1177-1194
    • Abouseeda, H.1    Dakoulas, P.2
  • 4
    • 0025573907 scopus 로고
    • A simple boundary element formulation and its application to wave-field excited soil-structure interaction
    • Auersch, L., and Schmid, G. (1990). "A simple boundary element formulation and its application to wave-field excited soil-structure interaction." J. Earthquake Engrg. and Struct. Dyn., 19(7), 931-947.
    • (1990) J. Earthquake Engrg. and Struct. Dyn. , vol.19 , Issue.7 , pp. 931-947
    • Auersch, L.1    Schmid, G.2
  • 5
    • 85025223492 scopus 로고
    • Boundary element methods in dynamic analysis
    • Beskos, D. E. (1987). "Boundary element methods in dynamic analysis." Appl. Mech. Rev., 40(1), 1-23.
    • (1987) Appl. Mech. Rev. , vol.40 , Issue.1 , pp. 1-23
    • Beskos, D.E.1
  • 6
    • 0026237884 scopus 로고
    • Unified symmetric BEM-FEM for site effects on ground motion-SH waves
    • ASCE
    • Bielak, J., MacCamy, R. C., McGhee, D. S., and Barry, A. (1991). "Unified symmetric BEM-FEM for site effects on ground motion-SH waves." J. Engrg. Mech., ASCE, 11(10), 2265-2285.
    • (1991) J. Engrg. Mech. , vol.11 , Issue.10 , pp. 2265-2285
    • Bielak, J.1    MacCamy, R.C.2    McGhee, D.S.3    Barry, A.4
  • 8
    • 49949131315 scopus 로고
    • A direct formulation and numerical solution of the general transient elastodynamic problem. I
    • Cruse, T. A., and Rizzo, F. J. (1968). "A direct formulation and numerical solution of the general transient elastodynamic problem. I." Int. J. Math. Anal. Applications, 22, 244-259.
    • (1968) Int. J. Math. Anal. Applications , vol.22 , pp. 244-259
    • Cruse, T.A.1    Rizzo, F.J.2
  • 9
    • 0027341260 scopus 로고
    • Response of earth dams in semi-cylindrical valleys subjected to plane SH waves
    • ASCE
    • Dakoulas, P. (1993a). "Response of earth dams in semi-cylindrical valleys subjected to plane SH waves." J. Engrg. Mech., ASCE, 119(1), 74-90.
    • (1993) J. Engrg. Mech. , vol.119 , Issue.1 , pp. 74-90
    • Dakoulas, P.1
  • 10
    • 0027789671 scopus 로고
    • Earth dam-canyon interaction effects for obliquely incident SH waves
    • ASCE
    • Dakoulas, P. (1993b). "Earth dam-canyon interaction effects for obliquely incident SH waves." J. Geotech. Engrg. Div., ASCE, 119(11), 1696-1716.
    • (1993) J. Geotech. Engrg. Div. , vol.119 , Issue.11 , pp. 1696-1716
    • Dakoulas, P.1
  • 11
    • 0022145732 scopus 로고
    • A class of inhomogeneous shear models for seismic response of dams and embankments
    • Dakoulas, P., and Gazetas, G. (1985). "A class of inhomogeneous shear models for seismic response of dams and embankments." Soil Dyn. and Earthquake Engrg., 4(4), 166-182.
    • (1985) Soil Dyn. and Earthquake Engrg. , vol.4 , Issue.4 , pp. 166-182
    • Dakoulas, P.1    Gazetas, G.2
  • 12
    • 0026881446 scopus 로고
    • Wave passage effects on the response of earth dams
    • Dakoulas, P., and Hashmi, H. (1992). "Wave passage effects on the response of earth dams." J. Soils and Found., 32(2), 97-110.
    • (1992) J. Soils and Found. , vol.32 , Issue.2 , pp. 97-110
    • Dakoulas, P.1    Hashmi, H.2
  • 13
    • 0027790079 scopus 로고
    • Lateral response of earth dams in semi-elliptical rigid canyons
    • Dakoulas, P., and Hsu, C. (1993). "Lateral response of earth dams in semi-elliptical rigid canyons." J. Soil Dyn. and Earthquake Engrg., 12(8), 497-507,
    • (1993) J. Soil Dyn. and Earthquake Engrg. , vol.12 , Issue.8 , pp. 497-507
    • Dakoulas, P.1    Hsu, C.2
  • 14
    • 0029277259 scopus 로고
    • Response of earth dams in semielliptical flexible canyons to oblique SH waves
    • ASCE
    • Dakoulas, P., and Hsu, C. (1995). "Response of earth dams in semielliptical flexible canyons to oblique SH waves." J. Engrg. Mech., ASCE, 121(3), 379-391.
    • (1995) J. Engrg. Mech. , vol.121 , Issue.3 , pp. 379-391
    • Dakoulas, P.1    Hsu, C.2
  • 15
    • 5244372074 scopus 로고
    • Response of earth dams to traveling seismic waves
    • ASCE
    • Dibaj, M., and Penzien, J. (1969). "Response of earth dams to traveling seismic waves." J. Soil Mech. and Found. Div., ASCE, 95(2), 541-560.
    • (1969) J. Soil Mech. and Found. Div. , vol.95 , Issue.2 , pp. 541-560
    • Dibaj, M.1    Penzien, J.2
  • 17
    • 0026982332 scopus 로고
    • Three-dimensional seismic analysis of la Villita Dam
    • ASCE
    • Elgamal, A.-W. M. (1992). "Three-dimensional seismic analysis of La Villita Dam." J. Geotech. Engrg., ASCE, 118(12), 1937-1958.
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.12 , pp. 1937-1958
    • Elgamal, A.-W.M.1
  • 18
    • 84930134121 scopus 로고
    • Elastoplastic seismic shear response of 3-D earth dams: Application
    • ASCE
    • Elgamal, A. W. M., Abdel-Ghaffar, A. M., and Prevost, J. H. (1987). "Elastoplastic seismic shear response of 3-D earth dams: Application." J. Geotech. Engrg. Div., ASCE, 113(11), 1309-1325.
    • (1987) J. Geotech. Engrg. Div. , vol.113 , Issue.11 , pp. 1309-1325
    • Elgamal, A.W.M.1    Abdel-Ghaffar, A.M.2    Prevost, J.H.3
  • 20
    • 0019354042 scopus 로고
    • Longitudinal vibrations of embankment dams
    • ASCE
    • Gazetas, G, (1981a). "Longitudinal vibrations of embankment dams." J. Geotech. Engrg. Div., ASCE, 107(1), 20-40.
    • (1981) J. Geotech. Engrg. Div. , vol.107 , Issue.1 , pp. 20-40
    • Gazetas, G.1
  • 21
    • 0019662455 scopus 로고
    • Vertical oscillation of earth and rockfill dams: Analysis and field observation
    • Gazetas, G. (1981b), "Vertical oscillation of earth and rockfill dams: analysis and field observation." J. Soils and Found., 21(4), 56-63.
    • (1981) J. Soils and Found. , vol.21 , Issue.4 , pp. 56-63
    • Gazetas, G.1
  • 22
    • 0023164099 scopus 로고
    • Seismic response of earth dams: Some recent developments
    • Gazetas, G. (1987). "Seismic response of earth dams: Some recent developments." J. Soil Dyn. and Earthquake Engrg., 6(1), 1-47.
    • (1987) J. Soil Dyn. and Earthquake Engrg. , vol.6 , Issue.1 , pp. 1-47
    • Gazetas, G.1
  • 23
    • 0027009257 scopus 로고
    • Seismic analysis and design of rockfill dams: State-of-the-art
    • Gazetas, G., and Dakoulas, P. (1992). "Seismic analysis and design of rockfill dams: State-of-the-art." J. Soil Dyn. and Earthquake Engrg., 11(1), 27-61.
    • (1992) J. Soil Dyn. and Earthquake Engrg. , vol.11 , Issue.1 , pp. 27-61
    • Gazetas, G.1    Dakoulas, P.2
  • 24
    • 0028668677 scopus 로고
    • Permanent deformation on preexisting sliding surfaces in dams
    • ASCE
    • Gazetas, G., and Uddin, N. (1994). "Permanent deformation on preexisting sliding surfaces in dams." J. Geotech. Engrg., ASCE, 120(11), 2041-2061.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.11 , pp. 2041-2061
    • Gazetas, G.1    Uddin, N.2
  • 25
    • 0022044656 scopus 로고
    • Dynamic response of 3-D flexible foundations by time domain BEM and FEM
    • Karabalis, D. L., and Beskos, D. E. (1985). "Dynamic response of 3-D flexible foundations by time domain BEM and FEM." J. Soil Dyn. and Earthquake Engrg., 4(2), 91-101.
    • (1985) J. Soil Dyn. and Earthquake Engrg. , vol.4 , Issue.2 , pp. 91-101
    • Karabalis, D.L.1    Beskos, D.E.2
  • 26
    • 0342902766 scopus 로고
    • Three dimensional dynamic analysis of soil-structure interaction by boundary integral equation-finite element combined method
    • Springer, Berlin, Germany
    • Kobayashi, S., and Mori, K. (1986). "Three dimensional dynamic analysis of soil-structure interaction by boundary integral equation-finite element combined method." Innovative numerical methods in engineering, Springer, Berlin, Germany, 613-618.
    • (1986) Innovative Numerical Methods in Engineering , pp. 613-618
    • Kobayashi, S.1    Mori, K.2
  • 27
    • 0005003601 scopus 로고
    • Seismic stability and deformation analysis: The last twenty five years
    • ASCE, New York, N.Y.
    • Marcuson, W. F. III, Hynes, M. E., and Franklin, A. G. (1992). "Seismic stability and deformation analysis: the last twenty five years." Geotech Spec. Publ. No. 31, ASCE, New York, N.Y., Vol. 1, 552-592.
    • (1992) Geotech Spec. Publ. No. 31 , vol.1 , pp. 552-592
    • Marcuson III, W.F.1    Hynes, M.E.2    Franklin, A.G.3
  • 28
    • 0020246203 scopus 로고
    • Dynamic analysis of earth dams in three dimensions
    • ASCE
    • Mejia, L. H., Seed, H. B., and Lysmer, J. (1982). "Dynamic analysis of earth dams in three dimensions." J. Geotech. Engrg. Div., ASCE, 108(12), 1586-1604.
    • (1982) J. Geotech. Engrg. Div. , vol.108 , Issue.12 , pp. 1586-1604
    • Mejia, L.H.1    Seed, H.B.2    Lysmer, J.3
  • 29
    • 0038666644 scopus 로고
    • Application of hybrid method for scattering of P, SV, and Rayleigh waves by near-surface irregularities
    • Mossessian, T. K., and Dravinski, M. (1987). "Application of hybrid method for scattering of P, SV, and Rayleigh waves by near-surface irregularities." Bull. Seismological Soc. Am., 77(5), 1784-1803.
    • (1987) Bull. Seismological Soc. Am. , vol.77 , Issue.5 , pp. 1784-1803
    • Mossessian, T.K.1    Dravinski, M.2
  • 30
    • 0018655834 scopus 로고
    • Considerations in the earthquake resistant design of earth and rockfill dams
    • London, England
    • Seed, H. B. (1979). "Considerations in the earthquake resistant design of earth and rockfill dams." Géotechnique, London, England, 29(3), 215-263.
    • (1979) Géotechnique , vol.29 , Issue.3 , pp. 215-263
    • Seed, H.B.1
  • 31
    • 0022693298 scopus 로고
    • Dynamic response of flexible strip-foundations by boundary and finite elements
    • Spyrakos, C. C., and Beskos, D. E. (1986). "Dynamic response of flexible strip-foundations by boundary and finite elements." Soil. Dyn. and Earthquake Engrg., 5(2), 84-96.
    • (1986) Soil. Dyn. and Earthquake Engrg. , vol.5 , Issue.2 , pp. 84-96
    • Spyrakos, C.C.1    Beskos, D.E.2
  • 32
    • 0024856981 scopus 로고
    • Coupling of boundary and finite elements for soil-structure interaction problems
    • Von Estorff, O., and Kausel, E. (1989). "Coupling of boundary and finite elements for soil-structure interaction problems." Earthquake Engrg. Struct. Dyn., 18(7), 1065-1075.
    • (1989) Earthquake Engrg. Struct. Dyn. , vol.18 , Issue.7 , pp. 1065-1075
    • Von Estorff, O.1    Kausel, E.2
  • 33
    • 0027110770 scopus 로고
    • Coupled boundary and finite elements for dynamic structure (3D)-foundation-soil interaction
    • Wang, S. (1992). "Coupled boundary and finite elements for dynamic structure (3D)-foundation-soil interaction." Comp. and Struct., 44(4), 807-812.
    • (1992) Comp. and Struct. , vol.44 , Issue.4 , pp. 807-812
    • Wang, S.1
  • 35
    • 0017438738 scopus 로고
    • The coupling of the finite element method and the boundary solution procedures
    • Zienkiewicz, O. C., Kelly, D. M., and Bettes, P. (1977). "The coupling of the finite element method and the boundary solution procedures." Int. J. Numer. Methods in Engrg., 11, 355-376.
    • (1977) Int. J. Numer. Methods in Engrg. , vol.11 , pp. 355-376
    • Zienkiewicz, O.C.1    Kelly, D.M.2    Bettes, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.