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Volumn 125, Issue 9, 1999, Pages 750-759

Seismic soil-pile-structure interaction experiments and analyses

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKES; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; PILE FOUNDATIONS; SEISMOLOGY; THREE DIMENSIONAL; TWO DIMENSIONAL;

EID: 0033199238     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:9(750)     Document Type: Article
Times cited : (713)

References (30)
  • 1
    • 0029668094 scopus 로고    scopus 로고
    • Nonlinear response of single piles under lateral inertial and seismic loads
    • Badoni, D., and Makris, N. (1996). "Nonlinear response of single piles under lateral inertial and seismic loads." Soil Dyn. and Earthquake Engrg., 15, 29-43.
    • (1996) Soil Dyn. and Earthquake Engrg. , vol.15 , pp. 29-43
    • Badoni, D.1    Makris, N.2
  • 5
    • 0021441316 scopus 로고
    • Simple radiation damping model for piles and footings
    • Gazetas, G., and Dobry, R. (1984). "Simple radiation damping model for piles and footings." J. Engrg. Mech., ASCE, 110(6), 937-956.
    • (1984) J. Engrg. Mech., ASCE , vol.110 , Issue.6 , pp. 937-956
    • Gazetas, G.1    Dobry, R.2
  • 6
    • 0020500186 scopus 로고
    • Development of p-y curves for layered soils
    • ASCE, New York
    • Georgiadis, M. (1983). "Development of p-y curves for layered soils." Proc., Geotech. Pract. in Offshore Engrg., ASCE, New York, 536-545.
    • (1983) Proc., Geotech. Pract. in Offshore Engrg. , pp. 536-545
    • Georgiadis, M.1
  • 7
    • 84985759019 scopus 로고
    • Improved numerical dissipation for time integration algorithms in structural dynamics
    • Hilber, H. M., Hughes, T. J. R., and Taylor, R. L. (1977). "Improved numerical dissipation for time integration algorithms in structural dynamics." Int. J. Earthquake Engrg. and Struct. Dyn., 5, 283-292.
    • (1977) Int. J. Earthquake Engrg. and Struct. Dyn. , vol.5 , pp. 283-292
    • Hilber, H.M.1    Hughes, T.J.R.2    Taylor, R.L.3
  • 8
    • 0003466715 scopus 로고
    • Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • Idriss, I. M., and Sun, J. (1991). User's manual for SHAKE91. Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • (1991) User's Manual for SHAKE91
    • Idriss, I.M.1    Sun, J.2
  • 9
    • 85034243762 scopus 로고
    • Soil-pile-structure interaction of offshore structures during an earthquake
    • Kagawa, T., and Kraft, L. M. (1980). "Soil-pile-structure interaction of offshore structures during an earthquake." Proc., 12th Annu. Offshore Technol. Conf., Vol. 3, 235-245.
    • (1980) Proc., 12th Annu. Offshore Technol. Conf. , vol.3 , pp. 235-245
    • Kagawa, T.1    Kraft, L.M.2
  • 10
    • 0007499156 scopus 로고
    • Dynamic centrifuge modeling of geotechnical structures
    • Transportation Research Board, Washington, D.C.
    • Kutter, B. L. (1992) "Dynamic centrifuge modeling of geotechnical structures." Transp. Res. Rec. 1336, Transportation Research Board, Washington, D.C., 24-30.
    • (1992) Transp. Res. Rec. 1336 , pp. 24-30
    • Kutter, B.L.1
  • 11
    • 0007502644 scopus 로고
    • Design of a large earthquake simulator at UC Davis
    • C. F. Leung, F. H. Lee, and T. S. Tan, eds., Balkema, Rotterdam, The Netherlands
    • Kutter, B. L., et al. (1994). "Design of a large earthquake simulator at UC Davis." Proc., Centrifuge '94, C. F. Leung, F. H. Lee, and T. S. Tan, eds., Balkema, Rotterdam, The Netherlands, 169-175.
    • (1994) Proc., Centrifuge '94 , pp. 169-175
    • Kutter, B.L.1
  • 12
    • 0344772483 scopus 로고    scopus 로고
    • Soil-foundation-structure-interaction -analytical considerations by empirical p-y methods
    • Caltrans, Sacramento, CA
    • Lam, I. P., and Law, H. (1996). "Soil-foundation-structure-interaction -Analytical considerations by empirical p-y methods." Proc., 4th Caltrans Seismic Res. Workshop., Caltrans, Sacramento, CA.
    • (1996) Proc., 4th Caltrans Seismic Res. Workshop.
    • Lam, I.P.1    Law, H.2
  • 13
    • 0014891022 scopus 로고
    • Correlations for design of laterally loaded piles in soft clay
    • Matlock, H. (1970). "Correlations for design of laterally loaded piles in soft clay." Proc., 2nd Annu. Offshore Technol. Conf., Vol. 1, 577-594.
    • (1970) Proc., 2nd Annu. Offshore Technol. Conf. , vol.1 , pp. 577-594
    • Matlock, H.1
  • 15
    • 0002554199 scopus 로고
    • Nonlinear soil-pile interaction model for dynamic lateral motion
    • Nogami, T., Otani, J., Konagai, K., and Chen, H.-L. (1992). "Nonlinear soil-pile interaction model for dynamic lateral motion." J. Geotech. Engrg., ASCE, 118(1), 89-106.
    • (1992) J. Geotech. Engrg., ASCE , vol.118 , Issue.1 , pp. 89-106
    • Nogami, T.1    Otani, J.2    Konagai, K.3    Chen, H.-L.4
  • 17
    • 0345203075 scopus 로고
    • Recommended practice for planning, designing and constructing fixed offshore platforms.
    • American Petroleum Institute
    • "Recommended practice for planning, designing and constructing fixed offshore platforms." (1987). 17th Ed., API Recommended Pract. 2A (RP 2A), American Petroleum Institute.
    • (1987) 17th Ed., API Recommended Pract. 2A (RP 2A)
  • 18
    • 0003466716 scopus 로고
    • SHAKE: A computer program for earthquake response analysis of horizontally layered sites
    • Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
    • Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). "SHAKE: A computer program for earthquake response analysis of horizontally layered sites." Rep. No. UCB/EERC-72/12, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
    • (1972) Rep. No. UCB/EERC-72/12
    • Schnabel, P.B.1    Lysmer, J.2    Seed, H.B.3
  • 19
    • 0003992081 scopus 로고
    • Soil moduli and damping factors for dynamic response analysis
    • Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
    • Seed, H. B., and Idriss, I. M. (1970). "Soil moduli and damping factors for dynamic response analysis." Rep. No. UCB/EERC-70/10, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
    • (1970) Rep. No. UCB/EERC-70/10
    • Seed, H.B.1    Idriss, I.M.2
  • 20
    • 0028101573 scopus 로고
    • Earthquake centrifuge modeling using a laminar box
    • R. J. Ebelhar, V. P. Drnevich, and B. L. Kutter, eds., ASTM, West Conshohocken, Pa.
    • Van Laak, P. A., Taboada, V. M., Dobry, R., and Elgamal, A.-W. (1994). "Earthquake centrifuge modeling using a laminar box." Dynamic Geotechnical Testing II, ASTM STP 1213, R. J. Ebelhar, V. P. Drnevich, and B. L. Kutter, eds., ASTM, West Conshohocken, Pa., 370-384.
    • (1994) Dynamic Geotechnical Testing II, ASTM STP 1213 , vol.2 , pp. 370-384
    • Van Laak, P.A.1    Taboada, V.M.2    Dobry, R.3    Elgamal, A.-W.4
  • 21
    • 0001944585 scopus 로고
    • Bending of beams resting on isotropic elastic solids
    • Vesic, A. S. (1961). "Bending of beams resting on isotropic elastic solids." J. Engrg. Mech. Div., ASCE, 87(2), 35-53.
    • (1961) J. Engrg. Mech. Div., ASCE , vol.87 , Issue.2 , pp. 35-53
    • Vesic, A.S.1
  • 22
    • 0026049998 scopus 로고
    • Effect of soil plasticity on cyclic response
    • Vucetic, M., and Dobry, R. (1991). "Effect of soil plasticity on cyclic response." J. Geotech. Engrg., ASCE, 117(1), 89-107.
    • (1991) J. Geotech. Engrg., ASCE , vol.117 , Issue.1 , pp. 89-107
    • Vucetic, M.1    Dobry, R.2
  • 24
    • 0343241781 scopus 로고    scopus 로고
    • Soil-pile-superstructure interaction in soft clay and liquefiable sand
    • Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • Wilson, D. W. (1998). "Soil-pile-superstructure interaction in soft clay and liquefiable sand." Rep. No. UCD/CGM-98/04, Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • (1998) Rep. No. UCD/CGM-98/04
    • Wilson, D.W.1
  • 26
    • 0004665604 scopus 로고    scopus 로고
    • Soil-pile-superstructure interaction at soft or liquefiable soil sites - Centrifuge data report for Csp4
    • Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • Wilson, D. W., Boulanger, R. W., and Kutter, B. L. (1997b). "Soil-pile-superstructure interaction at soft or liquefiable soil sites - Centrifuge data report for Csp4." Rep. No. UCD/CGMDR-97/05, Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • (1997) Rep. No. UCD/CGMDR-97/05
    • Wilson, D.W.1    Boulanger, R.W.2    Kutter, B.L.3
  • 27
    • 0004665604 scopus 로고    scopus 로고
    • Soil-pile-superstructure interaction at soft or liquefiable soil sites - Centrifuge data report for Csp5
    • Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • Wilson, D. W., Boulanger, R. W., and Kutter, B. L. (1997c). "Soil-pile-superstructure interaction at soft or liquefiable soil sites - Centrifuge data report for Csp5." Rep. No. UCD/CGMDR-97/06, Ctr. for Geotech. Modeling, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
    • (1997) Rep. No. UCD/CgMDR-97/06
    • Wilson, D.W.1    Boulanger, R.W.2    Kutter, B.L.3
  • 28
    • 0003052450 scopus 로고    scopus 로고
    • Signal processing for and analyses of dynamic soil-pile-interaction experiments
    • T. Kimura, O. Kusakabe, and J. Takemura, eds., Balkema, Rotterdam, The Netherlands
    • Wilson, D. W., Boulanger, R. W., and Kutter, B. L. (1998). "Signal processing for and analyses of dynamic soil-pile-interaction experiments." Proc., ISSMFE Centrifuge '98, T. Kimura, O. Kusakabe, and J. Takemura, eds., Vol. 1, Balkema, Rotterdam, The Netherlands, 135-140.
    • (1998) Proc., ISSMFE Centrifuge '98 , vol.1 , pp. 135-140
    • Wilson, D.W.1    Boulanger, R.W.2    Kutter, B.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.