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Volumn 125, Issue 9, 1999, Pages 760-770

SSI effects on ground motion at Lotung LSST site

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKES; FINITE ELEMENT METHOD; SEISMOLOGY; THREE DIMENSIONAL;

EID: 0033199388     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:9(760)     Document Type: Article
Times cited : (31)

References (28)
  • 2
    • 2142772502 scopus 로고    scopus 로고
    • A note on the seismic wavefield radiated from large building structures into soft soils
    • Elsevier Science, (on CD-ROM)
    • Bard, P.-Y., Gueguen, P., and Wirgin, A. (1996). "A note on the seismic wavefield radiated from large building structures into soft soils." Proc., 11th World Conf. Earthquake Engrg., Elsevier Science, (on CD-ROM).
    • (1996) Proc., 11th World Conf. Earthquake Engrg.
    • Bard, P.-Y.1    Gueguen, P.2    Wirgin, A.3
  • 3
    • 84889191923 scopus 로고
    • A synthesis of predictions and correlation studies of the Lotung soil-structure interaction experiment
    • Electric Power Research Institute, Palo Alto, Calif.
    • Bechtel Power Corporation. (1991). "A synthesis of predictions and correlation studies of the Lotung soil-structure interaction experiment." Rep. No. EPRI NP-7307M, Electric Power Research Institute, Palo Alto, Calif.
    • (1991) Rep. No. EPRI NP-7307M
  • 4
    • 0039539585 scopus 로고
    • Predictive response computations for vibration tests and earthquake of May 20, 1986 using an axisymmetric finite element formulation based on the complex response method and comparison with measurements - A Swiss contribution
    • Electric Power Research Institute, Palo Alto, Calif.
    • Berger, E., Fierz, H., and Kluge, D. (1989). "Predictive response computations for vibration tests and earthquake of May 20, 1986 using an axisymmetric finite element formulation based on the complex response method and comparison with measurements - A Swiss contribution." Proc., EPRI/NRC/TPC Workshop on Seismic Soil-Struct. Interaction Anal. Techniques Using Data from Lotung, Taiwan EPRI NP-6154, Electric Power Research Institute, Palo Alto, Calif., Vol. 2, 15.1-15.47.
    • (1989) Proc., EPRI/NRC/TPC Workshop on Seismic Soil-struct. Interaction Anal. Techniques Using Data from Lotung, Taiwan EPRI NP-6154 , vol.2 , pp. 151-1547
    • Berger, E.1    Fierz, H.2    Kluge, D.3
  • 5
    • 0026122708 scopus 로고
    • Composite Newton-PCG and quasi-Newton iterations for nonlinear consolidation
    • Borja, R. I. (1991). "Composite Newton-PCG and quasi-Newton iterations for nonlinear consolidation, Comp. Methods Appl. Mech. Engrg., 86, 27-60.
    • (1991) Comp. Methods Appl. Mech. Engrg. , vol.86 , pp. 27-60
    • Borja, R.I.1
  • 6
    • 0028669234 scopus 로고
    • Multiaxial cyclic plasticity model for clays
    • Borja, R. I., and Amies, A. P. (1994). "Multiaxial cyclic plasticity model for clays." J. Geotech. Engrg., ASCE, 120(6), 1051-1070.
    • (1994) J. Geotech. Engrg., ASCE , vol.120 , Issue.6 , pp. 1051-1070
    • Borja, R.I.1    Amies, A.P.2
  • 8
    • 0028497320 scopus 로고
    • Vibration of foundations on incompressible soils with no elastic region
    • Borja, R. I., and Wu, W. H. (1994). "Vibration of foundations on incompressible soils with no elastic region." J. Geotech. Engrg., ASCE, 120(9), 1570-1592.
    • (1994) J. Geotech. Engrg., ASCE , vol.120 , Issue.9 , pp. 1570-1592
    • Borja, R.I.1    Wu, W.H.2
  • 9
    • 0028387255 scopus 로고
    • Nonlinear lateral, rocking, and torsional vibration of rigid foundations
    • Borja, R. I., Wu, W. H., Amies, A. P., and Smith, H. A. (1994). "Nonlinear lateral, rocking, and torsional vibration of rigid foundations." J. Geotech. Engrg., ASCE, 120(3), 491-513.
    • (1994) J. Geotech. Engrg., ASCE , vol.120 , Issue.3 , pp. 491-513
    • Borja, R.I.1    Wu, W.H.2    Amies, A.P.3    Smith, H.A.4
  • 10
    • 0027593760 scopus 로고
    • Nonlinear response of vertically oscillating rigid foundations
    • Borja, R. I., Wu, W. H., and Smith, H. A. (1993). "Nonlinear response of vertically oscillating rigid foundations." J. Geotech. Engrg., ASCE, 119(5), 893-911.
    • (1993) J. Geotech. Engrg., ASCE , vol.119 , Issue.5 , pp. 893-911
    • Borja, R.I.1    Wu, W.H.2    Smith, H.A.3
  • 11
    • 26144439312 scopus 로고
    • Free-field motions near buildings
    • Gerald Duma, ed., Balkema, Rotterdam, The Netherlands
    • Çelebi, M. (1995). "Free-field motions near buildings." 10th Eur. Conf. Earthquake Engrg., Gerald Duma, ed., Balkema, Rotterdam, The Netherlands, 215-221.
    • (1995) 10th Eur. Conf. Earthquake Engrg. , pp. 215-221
    • Çelebi, M.1
  • 12
    • 0001438757 scopus 로고
    • Equivalent linear and nonlinear ground response analyses at Lotung seismic experiment site
    • Earthquake Engineering Research Institute, Oakland, Calif.
    • Chang, C. Y., Mok, C. M., Power, M. S., Tang, Y. K., Tang, H. T., and Stepp, J. C. (1990). "Equivalent linear and nonlinear ground response analyses at Lotung seismic experiment site." Proc., 4th U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engineering Research Institute, Oakland, Calif., Vol. 1, 327-336.
    • (1990) Proc., 4th U.S. Nat. Conf. on Earthquake Engrg. , vol.1 , pp. 327-336
    • Chang, C.Y.1    Mok, C.M.2    Power, M.S.3    Tang, Y.K.4    Tang, H.T.5    Stepp, J.C.6
  • 13
    • 0345340400 scopus 로고    scopus 로고
    • Nonlinear dynamic soil-structure interaction analysis and application to Lotung problem
    • Stanford University, Stanford, Calif.
    • Chao, H. Y., and Borja, R. I. (1998). "Nonlinear dynamic soil-structure interaction analysis and application to Lotung problem." J. A. Blume Earthquake Engrg. Ctr. Tech. Rep. No. 129, Stanford University, Stanford, Calif.
    • (1998) J. A. Blume Earthquake Engrg. Ctr. Tech. Rep. No. 129 , vol.129
    • Chao, H.Y.1    Borja, R.I.2
  • 14
    • 0025682751 scopus 로고
    • Correlation of predicted seismic response using hybrid modelling with EPRI/TPC Lotung experimental data
    • Chen, C. H., Lee, Y. J., Jean, W. Y., Katayama, I., and Penzien, J. (1990). "Correlation of predicted seismic response using hybrid modelling with EPRI/TPC Lotung experimental data." Earthquake Engrg. and Struc. Dynamics, 19, 993-1024.
    • (1990) Earthquake Engrg. and Struc. Dynamics , vol.19 , pp. 993-1024
    • Chen, C.H.1    Lee, Y.J.2    Jean, W.Y.3    Katayama, I.4    Penzien, J.5
  • 16
    • 0000625857 scopus 로고
    • Shear modulus and damping in soils: Design equations and curves
    • Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: Design equations and curves." J. Soil Mech. and Found. Div., ASCE, 98(7), 667-692.
    • (1972) J. Soil Mech. and Found. Div., ASCE , vol.98 , Issue.7 , pp. 667-692
    • Hardin, B.O.1    Drnevich, V.P.2
  • 17
    • 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." Earthquake Engrg. and Struct. Dynamics, 5, 283-292.
    • (1977) Earthquake Engrg. and Struct. Dynamics , vol.5 , pp. 283-292
    • Hilber, H.M.1    Hughes, T.J.R.2    Taylor, R.L.3
  • 20
    • 0032123333 scopus 로고    scopus 로고
    • Fully coupled inelastic site response analysis for 1986 Lotung earthquake
    • Li, X. S., Shen, C. K., and Wang, Z. L. (1998). "Fully coupled inelastic site response analysis for 1986 Lotung earthquake." J. Geotech. and Geoenvir. Engrg., ASCE, 124(7), 560-573.
    • (1998) J. Geotech. and Geoenvir. Engrg., ASCE , vol.124 , Issue.7 , pp. 560-573
    • Li, X.S.1    Shen, C.K.2    Wang, Z.L.3
  • 21
    • 0002741765 scopus 로고
    • SHAKE - A computer program for earthquake response analysis of horizontally layered sites
    • 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. EERC 72-12, University of California, Berkeley, Calif.
    • (1972) Rep. No. EERC 72-12
    • Schnabel, P.B.1    Lysmer, J.2    Seed, H.B.3
  • 23
    • 0023454143 scopus 로고
    • Large-scale soil-structure interaction
    • Electric Power Research Institute, Palo Alto, Calif.
    • Tang, H. T. (1987). "Large-scale soil-structure interaction," EPRI NP-5513-SR Special Rep., Electric Power Research Institute, Palo Alto, Calif.
    • (1987) EPRI NP-5513-SR Special Rep.
    • Tang, H.T.1
  • 25
    • 0008020452 scopus 로고
    • Lotung large-scale seismic experiment and soil-structure interaction method validation
    • Tang, H. T., Tang, Y. K., and Stepp, J. C. (1990). "Lotung large-scale seismic experiment and soil-structure interaction method validation," Nuclear Engrg. and Design, 123, 197-412.
    • (1990) Nuclear Engrg. and Design , vol.123 , pp. 197-412
    • Tang, H.T.1    Tang, Y.K.2    Stepp, J.C.3
  • 26
    • 0030542917 scopus 로고    scopus 로고
    • Effects of buildings on the duration and amplitude of ground motion in Mexico City
    • Wirgin, A., and Bard, P.-Y. (1996). "Effects of buildings on the duration and amplitude of ground motion in Mexico City." Bull. Seismological Soc. of America, 86(3), 914-920.
    • (1996) Bull. Seismological Soc. of America , vol.86 , Issue.3 , pp. 914-920
    • Wirgin, A.1    Bard, P.-Y.2
  • 28
    • 0029416349 scopus 로고
    • Lotung downhole array. II: Evaluation of soil nonlinear properties
    • Zeghal, M., Elgamal, A. W., Tang, H. T., and Stepp, J. C. (1995). "Lotung downhole array. II: Evaluation of soil nonlinear properties." J. Geotech. Engrg., ASCE, 121(4), 363-378.
    • (1995) J. Geotech. Engrg., ASCE , vol.121 , Issue.4 , pp. 363-378
    • Zeghal, M.1    Elgamal, A.W.2    Tang, H.T.3    Stepp, J.C.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.