1 |
Estorff, O.V. (1991), "Dynamic response of elastic blocks by time domain BEM and FEM", Comp. Str., 38(3), 289-300.
DOI
ScienceOn
|
2 |
Hayashi, Y. and Katukura, H. (1990), "Effective time-domain soil-structure interaction analysis based on FFT algorithm with casaulity condition", Earth. Engrg. Str. Dyn., 19, 693-708.
DOI
|
3 |
Kim, D.K. and Yun, C.B. (2000), "Time domain soil-structure interaction analysis in two dimensional medium based on analytical frequency-dependent infinite elements", Int. J. Numer. Meth. Eng., 47, 1241-1261.
DOI
ScienceOn
|
4 |
Lysmer, J., Udaka, T., Tsai, C.F. and Seed, H.B. (1975), "FLUSH - A computer program for approximate 3-D analysis of soil-structure interaction problems", Report No. EERC 75-30, Earthquake Engineering Research Center, University of California, Berkeley, CA.
|
5 |
Song, C. and Wolf, J.P. (1999), "The scaled boundary finite-element method-alias consistent infinitesimal finiteelement cell method for elastodynamics", Comput. Methods Appl. Mech. Eng., 147(3-4), 329-355.
|
6 |
Tzong, T.J. and Penzien, J. (1983), "Hybrid modelling of soil-structure interaction in layered media", Rep. No. UCB/EERC-83/22, EERC, University of California, Berkeley, CA.
|
7 |
Wolf, J.P. and Song, C. (1996), Finite-Element Modelling of Unbounded Media, John Wiley & Sons.
|
8 |
Zhang, X., Wegner, J.L. and Haddow, J.B. (1999), "Three-dimensional dynamic soil-structure interaction analysis in time domain", Earth. Engrg. Str. Dyn., 28(12), 1501-1524.
DOI
ScienceOn
|
9 |
Karabalis, D.L. and Beskos, D.E. (1985), "Dynamic response of 3-D flexible foundations by time domain BEM and FEM", Soil Dyn. Earthquake Eng., 4, 91-101.
DOI
ScienceOn
|
10 |
Zhang, C. and Zhao, C. (1988), "Effects of canyon topography and geological condition on strong ground motion", Earth. Eng. Str. Dyn., 16, 81-97.
DOI
|
11 |
Yun, C.B., Kim, D.K. and Kim, J.M. (2000), "Analytical frequency-dependent infinite elements for soil-structure interaction analysis in two-dimensional medium", Engineering Structures, 22(3), 258-271.
DOI
ScienceOn
|
12 |
Zhao, C. and Valliappan, S. (1993), "An efficient wave input procedure for infinite media", Communications in Numerical Methods in Engineering, 9, 407-415.
DOI
ScienceOn
|
13 |
Kramer, S.L. (1996), Geotechnical Earthquake Engineering, Prentice-Hall, Englewood Cliffs.
|
14 |
Wolf, J.P. (1985), Dynamic Soil-Structure Interaction, Prentice Hall.
|
15 |
Wolf, J.P. and Obernhuber, P. (1982), "Free field response from inclined SH-waves and Love-waves", Earthq. Eng. Str. Dyn., 10, 823-845.
DOI
|
16 |
Betti, R., Abdel-Grhaffar, A.M. and Niazy, A.S. (1993), "Kinematic soil-structure interaction for long-span cablesupported bridges", Earth. Eng. Str. Dyn., 22, 415-430.
DOI
ScienceOn
|
17 |
Seed, H.B. and Idriss, I.M. (1970), "Soil moduli and damping factors for dynamic response analysis", Report No. EERC 75-29, Earthquake Engineering Research Center, University of California, Berkeley, CA.
|
18 |
Lysmer, J., Ostadan, F., Tabatabaie, H., Vahdani, S. and Tajirian, F. (1988), SASSI-A System for Analysis of Soil- Structure Interaction, Univ. of California, Berkeley, CA.
|
19 |
Estorff, O.V. and Antes, H. (1990), "Dynamic response of tunnel structures", Structural Dyn., Kratzig et al. (eds), 803-810.
|
20 |
Wolf, J.P. (1988), Soil-Structure-Interaction Analysis in Time Domain, Prentice Hall.
|
21 |
Ohsaki Research Institute (1994), "Blind prediction analysis of 1/20/94 earthquake", Hualien LSST Meeting, Palo Alto, CA, December.
|
22 |
ASD International, Inc., CA. (1985), CLASSI-ASD : Computer Program for 3-D/Multiple-Foundation Analysis, Version 2.
|
23 |
Guan, F. and Novak, M. (1994), "Transient response of an elastic homogeneous half-space to suddenly applied rectangular loading", Transactions of the ASME, 61, 256-263.
DOI
ScienceOn
|