1 |
Ahmad, S. and Banerjee, P.K. (1988), 'Time domain elastodynamic analysis of 3D solids by BEM', Int. J. Num. Meth. Eng., 26, 1709-1728
DOI
ScienceOn
|
2 |
Anandarajah, A., Zhang, J. and Ealy, C. (2005), 'Calibration of dynamic analysis methods from field test data', Soil Dyn. Earthq. Eng., 25, 763-772
DOI
ScienceOn
|
3 |
Angelides, D.C. and Rosset, J.M. (1980), 'Nonlinear dynamic stiffness of piles', Research Report R80-13, Dept. of Civil Eng., MIT, Cambridge, Mass
|
4 |
Bathe, K.J. (1993), Finite Element Procedures in Engineering Analysis, Prentice-Hall International
|
5 |
Boominathan, A. (2006), 'Dynamic response of laterally loaded piles in clay', Geotech. Eng. J., 159,233-241
DOI
ScienceOn
|
6 |
Cairo, R., Conte, E. and Dente, G. (2005), 'Analysis of pile groups under vertical harmonic vibration', Comput. Geotech., 32, 545-554
DOI
ScienceOn
|
7 |
Gazetas, G. and Makris, N. (1991), 'Dynamic pile-soil-pile interaction, Part 1: Analysis of axial vibration', Int. J. Earthq. Eng. Struct. Dyn., 20, 115-132
DOI
|
8 |
Guin, J. (1997), 'Advanced soil pile structure interaction and nonlinear behavior', PhD Dissertation. State University of New York, Buffalos
|
9 |
Israil, A. and Banerjee, P.K. (1990), 'Advanced time domain formulation of BEM for two dimensional elastodynamics', Int. J. Numer. Meth. Eng., 29, 1421-1440
DOI
|
10 |
Kucukarslan, S. (1999), 'Linear and nonlinear soil-pile-structure interaction under static and transient impact loading', PhD dissertation, State University of New York, Buffalo
|
11 |
Kucukarslan, S., Banerjee, P.K. and Bildik, N. (2003), 'Inelastic analysis of pile soil structure interaction', Eng. Struct., 25, 1231-1239
DOI
ScienceOn
|
12 |
Mamoon, S.M. (1990), 'Dynamic and seismic behavior of deep foundations', PhD dissertation. State University of New York, Buffalo
|
13 |
Mamoon, S.M. and Banerjee, P.K. (1992), 'Time domain analysis of dynamically loaded single piles', J. Eng. Mech., ASCE, 118(1), 140-160
DOI
|
14 |
Nogami, T. (1979), 'Dynamic group effect of multiple piles under vertical vibration', Proc. 3rd ASCE Eng. Mech. Spec. Conf., Texas
|
15 |
Nogami, T. and Konagai, K. (1987), 'Dynamic response of vertically loaded nonlinear pile foundations', J. Geotech. Eng., ASCE, 113(2), 147-160
DOI
ScienceOn
|
16 |
Nogami, T., Konagai, K. and Otani, J. (1991), 'Nonlinear time domain numerical model for pile group under transient dynamic forces', Proc. 2nd Int. Conf. on Recent Adv. In Geotech. University of Missouri-Rolla, Rolla-Mo, 881-888
|
17 |
Nogami, T. and Konagaim, K. (1988), 'Time domain flexural response of dynamically loaded single piles', J. Eng. Mech., ASCE, 114(9), 1512-1525
DOI
ScienceOn
|
18 |
Nogami, T. and Novak, M. (1976), 'Soil pile interaction in vertical vibration', Int. J. Earthq. Eng. Struct. Dyn., 4(3)
|
19 |
Nogami, T. and Novak, M. (1977), 'Resistance of soil to horizontally vibrating pile', Int. J. Earthq. Eng. Struct. Dyn.,5(3)
DOI
ScienceOn
|
20 |
Ozdernir, H. (1976), 'Nonlinear transient dynamic analysis of yielding structures', PhD thesis, University of California. Berkeley, CA
|
21 |
Nogami, T. and Konagai, K. (1986), 'Time domain axial response of dynamically loaded single piles', J. Eng. Mech., ASCE, 112(11), 1241-1252
DOI
ScienceOn
|
22 |
Boominathan, A. (2005), 'Dynamic behaviour of laterally loaded model piles in clay', Geotech. Eng. J., 158, 207-215
DOI
ScienceOn
|
23 |
Kucukarslan, S. (2002), 'Time domain dynamic analysis of piles under impact loading', Soil Dyn. Earthq. Eng., 22, 97-104
DOI
ScienceOn
|
24 |
El Naggar, M.H. and Novak, M. (1994), 'Nonlinear model for dynamic axial pile response', J. Geotech Eng. ASCE, 120(2), 308-329
DOI
ScienceOn
|
25 |
Banerjee, P.K. and Mamoon, S.M. (1990), 'A fundamental solution due to a periodic point force in the interior of an elastic half apace', Earthq. Eng. Struc. Dyn., 19(1), 91-105
DOI
|
26 |
Kucukarslan, S. and Banerjee, P.K. (2004), 'Inelastic analysis of pile soil interaction', J. Geotech. Eng., ASCE, 130(11),1152-1157
DOI
ScienceOn
|