1 |
Novak, M. and Sheta, M. (1980), "Approximate approach to contact problems of piles", Proceeding of Dynamic Response of Pile Foundations: Analytical Aspects, M. O'Neill et al. eds., ASCE., New York, 53-79.
|
2 |
Novak, M., El Naggar, M.H., Sheta, M., El Hifnawy, L., El Marsafawi, H. and Ramadan, O. (1999), DYNA 5 - A Computer Program for Calculation of Foundation Response to Dynamic Loads, Geotechnical Research Centre, University of Western Ontario, London, Ontario.
|
3 |
Padron, L.A., Aznarez, J.J. and Maeso, O. (2009), "Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model", Soil Dyn. Earthq. Eng., 29(6),1084-1096.
DOI
ScienceOn
|
4 |
Rovithis, E.N., Pitilakis, K.D. and Mylonakis, G.E. (2009), "Seismic analysis of coupled soil-pile-structure systems leading to the definition of a pseudo-natural SSI frequency", Soil Dyn. Earthq. Eng., 29(6),1005-1015.
DOI
ScienceOn
|
5 |
Dobry, R., Vicente, E., O'Rourke, M. and Roesset, J. (1982), "Horizontal stiffness and damping of single piles", J. Geotech. Eng., ASCE., 108(3), 439-458.
|
6 |
Kuhlemeyer, R.L. (1979), "Vertical vibration of pile", J. Geotech. Eng. Div., ASCE., 105(2), 273-287.
|
7 |
Lewis, K. and Gonzalez, L. (1985), "Finite element analysis of laterally loaded drilled piers in clay", Proceeding of 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janiero, 2, 1201-1204.
|
8 |
Maheshwari, B.K., Truman, K.Z., El Naggar, M.H. and Gould, P.L. (2005), "Three- dimensional nonlinear seismic analysis of single piles using finite element model: Effects of plasticity of soil", Int. J. Geomech.,5(1), 35-44.
DOI
ScienceOn
|
9 |
Mindlin, D. (1936), "Force at a point in the interior of a semi-infinite solid", Physics, 7, 195-202.
DOI
|
10 |
Manna, B. and Baidya, D.K. (2009), "Vertical vibration of full-scale pile ? analytical and experimental study", J. Geotech. Geoenviron. Eng., ASCE., 135(10), 1452-1461.
DOI
|
11 |
Manna, B. and Baidya, D.K. (2010), "Nonlinear dynamic response of piles under horizontal excitation", J. Geotech. Geoenviron. Eng., ASCE., 136(12), 1600-1609.
DOI
ScienceOn
|
12 |
Novak, M. (1971), "Data reduction from nonlinear response curves", J. Eng. Mech., ASCE., 97(EM4), 1187-1204.
|
13 |
Novak, M. (1974), "Dynamic stiffness and damping of piles", Can. Geotech. J., 11(4), 574-598.
DOI
|
14 |
Novak, M., Nogami, T. and Aboul-Ella F. (1978), "Dynamic soil reactions for plane strain case", J. Eng. Mech., ASCE., 104(4), 953-959.
|
15 |
Novak, M. and Aboul-Ella, F. (1978a), "Impedance functions for piles embedded in layered medium", J. Eng. Mech., ASCE., 104(3), 643-661.
|
16 |
Baranov, V.A. (1967), "On the calculation of excited vibrations of an embedded foundation", Voprosy Dinamiki Prochnocti, Polytech. Inst. Riga, 14, 195-209.
|
17 |
Novak, M. and Aboul-Ella, F. (1978b), "Stiffness and damping of piles in layered media", Proceeding of Earthquake Engineering and Soil Dynamics, ASCE Specialty Conference, Pasadena, California, 704-719.
|
18 |
Abaqus Inc. (2010), Abaqus Analysis User's Manual, Version 6.11.
|
19 |
Ayothiraman, R. and Boominathan, A. (2006), "Observed and predicted dynamic lateral response of single pile in clay", Proceeding of GeoShanghai 2006, The Geo-Institute of ASCE, Geotech. Special Publication "Soil and rock behavior and modelling", Shanghai, China, 367-374.
|
20 |
Bentley, K.J. and El Naggar, M.H. (2000), "Numerical analysis of kinematic response of single piles", Can. Geotech. J., 37(6), 1368-1382.
DOI
ScienceOn
|
21 |
Bowles, J.E. (1996), Foundation Analysis and Design, (5th Edition), The McGraw-Hill Companies, Inc., New York.
|
22 |
Chau, K.T. and Yang, X. (2005), "Nonlinear interaction of soil-pile in horizontal vibration", J. Eng. Mech., ASCE., 131(8), 847-858.
DOI
ScienceOn
|