1 |
Abbo, A.J. and Sloan, S.W. (2000), SNAC, User Manual, Version 2.0., Department of civil, Surveying and Environmental Engineering, University of Newcastle, Callaghan, Australia.
|
2 |
Allotey, N. and El Naggar, M.H. (2003), "Analytical momentrotation curves for rigid foundations based on a Winkler model", Soil Dyn. Earthq. Eng., 23(5), 367-381.
DOI
|
3 |
Allotey, N. and El Naggar, M.H. (2008), "An investigation into the Winkler modeling of the cyclic response of rigid footings", Soil Dyn. Earthq. Eng., 28(1), 44-57.
DOI
|
4 |
American Society of Civil Engineers (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA 356), Federal Emergency Management Agency.
|
5 |
Caquot, A. and Kerisel, J. (1966), Traite de Mecanique des Sols, Gautiers-Villars, France.
|
6 |
Anastasopoulos, I. and Kontoroupi, T. (2014), "Simplified approximate method for analysis of rocking systems accounting for soil inelasticity and foundation uplifting", Soil Dyn. Earthq. Eng., 56, 28-43.
DOI
|
7 |
Antoine, L.B. (2009), "Effets du basculement des fondations superficielles sur le comportement sismique des murs de refend en beton arme", Ph.D. Dissertation, Universite de Montreal, Montreal, Canada.
|
8 |
Bhaumik, L. and Raychowdhury, P. (2013), "Seismic response analysis of a nuclear reactor structure consideringnonlinear soilstructure interaction", Nucl. Eng. Des., 265, 1078-1090.
DOI
|
9 |
Charalampakis, A.E. and Koumousis, V.K. (2009), "A Bouc-Wen model compatible with plasticity postulates", J. Sound Vib., 322(4-5), 954-968.
DOI
|
10 |
Chatzigogos, C.T. (2007), "Comportement sismique des fondations superficielles: Vers la prise en compte d'un critere de performance dans la conception", Ph.D. Dissertation, Ecole Polytechnique, Palaiseau, France.
|
11 |
Chatzigogos, C.T., Pecker, A. and Salencon, J. (2009), "Macroelement modeling of shallow foundations", Soil Dyn. Earthq. Eng., 29(5), 765-781.
DOI
|
12 |
Gazetas, G. (2015), "4th Ishihara lecture: Soil-foundationstructure systems beyond conventional seismic failure thresholds", Soil Dyn. Earthq. Eng., 68, 23-39.
DOI
|
13 |
Cremer, C., Pecker, A. and Davenne, L. (2001), "Cyclic macroelement for soil-structure interaction: Material and geometrical non-linearites", J. Numer. Anal. Meth. Geomech., 25(13), 1257-1284.
DOI
|
14 |
Cremer, C., Pecker, A. and Davenne, L. (2002), "Modelling of nonlinear dynamic behavior of a shallow strip foundation with macroelement", J. Earthq. Eng., 6(2), 175-211.
DOI
|
15 |
Davis, E. and Booker, J. (1973), "The effect of increasing strength with depth on the bearing capacity of clays", Geotechnique, 23(4), 551-563.
DOI
|
16 |
Dixit, M.S. and Patil, K.A. (2013), "Experimental estimate of values and corresponding settlements for square footings on finite layer of sand", Geomech. Eng., 5(4), 363-377.
DOI
|
17 |
Gazetas, G. (1991), "Formulae and charts for impedance functions of surface and embedded foundations", J. Geotech. Eng., 117(9), 1363-1381.
DOI
|
18 |
Gazetas, G., Anastasopoulos, I., Adamidis, O. and Kontoroupi, T.H. (2013), "Nonlinear rocking stiffness of foundations", Soil Dyn. Earthq. Eng., 47, 83-91.
DOI
|
19 |
Gelagoti, F., Kourkoulis, R., Anastasopoulos, I. and Gazetas, G. (2012), "Rocking-isolated frame structures: Margins of safety against toppling collapse andsimplified design approach", Soil Dyn. Earthq. Eng., 32(1), 87-102.
DOI
|
20 |
Harden, C., Hutchinson, T.C., Martin, C.R. and Kutter, B.L. (2005), Numerical Modeling of the Nonlinear Cyclic Response of Shallow Foundations, Pacific Earthquake Engineering Research Center.
|
21 |
Houlsby, G.T., Cassidy, M.J. and Einav, I. (2005), "A generalised Winkler model for the behaviour of shallow foundations", Geotechnique, 55(6), 449-460.
DOI
|
22 |
Khebizi, M. (2015), "Comportement mecanique d'une semelle superficielle sous l'effet d'un seisme", Ph.D. Dissertation, University of Guelma, Guelma, Algeria.
|
23 |
Khebizi, M., Guenfoud, H. and Guenfoud, M. (2014), "Modelisation des poutres en beton arme par des elements multicouches", Courrier du Savoir, 18, 111-115.
|
24 |
Khebizi, M. and Guenfoud, M. (2015), "Numerical modelling of the damaging behaviour of the reinforced concrete structures by multi-layers beams elements", Comput. Concrete, 15(4), 547-562.
DOI
|
25 |
Mohamed, F.M.O., Vanapalli, S.K. and Saatcioglu, M. (2013), "Generalized Schmertmann Equation for settlement estimation of shallow footings in saturated and unsaturated sands", Geomech. Eng., 5(4), 343-362.
DOI
|
26 |
Loukidis, D., Chakraborty, T. and Salgado, R. (2008), "Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads", Can. Geotech. J., 45(6), 768-787.
DOI
|
27 |
Lu, Y., Marshall, A.M. and Hajirasouliha, I. (2016), "A simplified Nonlinearn Sway-Rocking model for evaluation of seismic response of structures on shallow foundations", Soil Dyn. Earthq. Eng., 81, 14-26.
DOI
|
28 |
Matar, M. and Salencon, J. (1979), "Capacite portante des semelles filantes", Revue Francaise de Geotechnique, 9, 51-76.
|
29 |
Philipponnat, G. and Hubert, B. (2003), Fondations et Ouvrages en Terre, Eyrolles, Paris, France.
|
30 |
Sieffert, J.G. and Cevaer, F. (1992), Manuel des Functions d'Impedances-Fondations Superficielles, Presses Academiques.
|
31 |
Smith-Pardo, J.P. (2012), "Design aids for simplified nonlinear soil-structure interaction analyses", Eng. Struct., 34, 572-580.
DOI
|
32 |
Smith-Pardo, J.P., Ortiz, A. and Blandon, C.A. (2014), "Biaxial capacity of rigid footings: Simple closed-form equations and experimental results", Eng. Struct., 69, 149-157.
DOI
|
33 |
Wen, Y.K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech. Div., 102(EM2), 249-263.
|