1Lysmer J, Kulemeyer R L. Finite dynamic model for infinite media. Journal of Engineering Mechanics,ASCE, 1969, 95:759-877.
2Deeks A J, Randolph M F. Axisymmetric time-domain transmitting boundaries. Journai of Engineering Mechanics, ASCE, 1994, 120(1): 25-42.
3Liu J B, Lu Y D. A direct method for analysis of dynamic soil-structure interaction based on interface idea.In: Zhang C H, Wolf J P, eds. Dynamic Soil-Structure Interaction. Beijing: International Academia Publishers, 1997. 258-273.
3[2]F Aboul- Ella and M Novak Dynamic Response of Pile - Supported Frame Foundations [J] Journal of Engineering Mechanics Division. ASCE 1980, EM6:1215 ~ 1232
4[4]Y X Cai, P L. Gould, C. S Desai Nonlinear Analysis of 3D Seismic Interaction of Soil - Pile - Structure Systems and Application [J] Engineering Structures.2000, 22:191 ~ 199
5[7]D. B McCallen, K. M Romstad. Nonlinear Model for Building- Soil Systems [J] Journal of the Engineering Mechanics. ASCE 1994, 120 (5): 1129~1152
6[8]G. Gazetas Static and Dynamic Displacements of Foundations on Heterogeneous Multilayered Soils [J] .Geotechnique 1980, 30 (2): 159~ 177
7[9]Ke Fan, G Gazetas, A Kaynia, E Kausel, S. Ahmad. Kinematic Seismic Response of Single Piles and Pile Groups [J] Journal of Geotechnical Engineering. ASCE 1991, 117 (12): 1860~1879
8[10]M. Novak, B El. Sharnouby. Stiffness Constants of Single Piles [J] Journal of Geotechnical Engineering ASCE.1983, 109 (7): 961 ~ 974