Analysis of the transient response of vertically loaded single piles by time-domain BEM

Computers and Geotechnics

Volumn 19, Issue 2, 1996, Pages 117-136

  Tham, L G ^a   Chu, C K ^a   Lei, Z X ^b  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

^b TOYOHASHI UNIVERSITY OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY ELEMENT METHOD; COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; DYNAMIC LOADS; FINITE ELEMENT METHOD; FUNCTIONS; INTERPOLATION; PILES; SOILS; TIME DOMAIN ANALYSIS; TRACTION (FRICTION);

CYLINDRICAL COORDINATE TIME DOMAIN BOUNDARY ELEMENTS; DISPLACEMENT; FINITE ELEMENTS; QUADRATIC FUNCTIONS; QUASI LINEAR SCHEME; TIME MARCHING TIME DOMAIN BOUNDARY ELEMENT METHOD; TRANSIENT RESPONSE;

DYNAMIC RESPONSE;

BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; PILE; SOIL/PILE INTERACTION;

EID: 0043126868     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/0266-352X(95)00064-H     Document Type: Article

References (18)

1. Tajimi, H., Dynamic analysis of a structure embedded in an elastic stratum, Proc. 4th World Conf. Earthq. Engng, Santiago, Chile, Vol. 3, 1969.
2. Novak, M., Dynamic stiffness and damping of piles. Can. Geotech. J., 11, (1974) 575-598.
3. Blaney, G. W., Kausel, E. & Roesset, J. M., Dynamic stiffness of piles. Proc. 2nd Int. Conf. Numer. Meth. Geomech., (1976) 1001-1012.
4. Wolf, J. P. & Von Arx, G. A., Impedance function of a group of vertical piles. Proc. Speciality Conf. Soil Dyn. Earthq. Enginng, ASCE, Vol. 2, 1978.
5. Sen, R., Davies, T. G. & Banerjee, P. K., Dynamic analysis of piles and pile groups embedded in homogeneous soils. Int. J. Earthq. Eng. Struct. Dyn., 13 (1985) 53-65.
6. Stokes, G. G., On the dynamical theory of diffraction. Trans. Cambridge Phil. Soc., 9 (1849) 1-62.
7. Love, A. E. H., The propagation of wave motion in an isotropic elastic medium. Proc. London Math. Soc., 2 (1904) 231-344.
8. Nogami, T. & Konagai, K., Time domain axial response of dynamically loaded single piles. J. Eng. Mech. Div., ASCE, 112 (1986) 1241-1252.
9. Mamoon, S. M. & Banerjee, P. K., Time-domain analysis of dynamically loaded single piles. J. Eng. Mech. Div., ASCE 118 (1992) 140-160.
10. Lei, Z. X., Cheung, Y. K. & Tham, L. G., Vertical response of single piles: transient analysis by time-domain BEM. Soil Dynamics Earthq. Engng, 12 (1993) 37-49
11. Graffi, D., Sul theorema di reciprocta nella dinamica dei corpo elas - ticiti. Memorie della accademia delle scienze, (1946-47) Series 10, 4, p. 103.
12. Lei, Z. X., Tham, L. G. & Cheung, Y. K., Transient elastodynamic analysis by time domain BEM in cylindrical coordinates. Earthq. Eng. Struct. Dynam., 21 (1992) 1071-1089.
13. Ahmad, S. & Banerjee, P. K., Time domain transient elastodynamic analysis of 3D solids by BEM. Int. J. Num. Meth. Engng., 26 (1988) 1709-1728.
14. Zienkiewicz, O. C., The Finite Element Method. 4th ed., McGraw-Hill Co., London, 1991.
15. Newmark, N. M., A method for computation of structural dynamics. Proc. Am. Soc. Civ. Eng., 85 (1959) 67-94.
16. Lei, Z. X., Time domain boundary element method and its applications, PhD Thesis, University of Hong Kong. Department of Civil and Struct. Engineering (1993).
17. Poulos, H. G. & Davis, E. H., Pile Foundation Analysis and Design. John Wiley & Sons, 1980.
18. Manolis, G. D. & Beskos, D. E., Boundary Element Methods in Elastodynamics. Unwin Hyman, London, 1988.