MODELLING OF NONLINEAR DYNAMIC BEHAVIOUR OF A SHALLOW STRIP FOUNDATION WITH MACRO-ELEMENT
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Alain Pecker | Luc Davenne | C. Cremer | A. Pecker | L. Davenne | C. Cremer | L. DAVENNE
[1] Ioannis N. Psycharis. Dynamic behavior of rocking structures allowed to uplift , 1981 .
[2] Alain Pecker,et al. Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearities , 2001 .
[3] Wai-Fah Chen,et al. Bearing Capacity of Shallow Foundations , 1991 .
[4] Ioannis N. Psycharis,et al. Rocking of slender rigid bodies allowed to uplift , 1983 .
[5] G. Housner. The behavior of inverted pendulum structures during earthquakes , 1963 .
[6] Andrew J. Whittle,et al. Undrained Limit Analyses for Combined Loading of Strip Footings on Clay , 1998 .
[7] Alexander M. Puzrin,et al. The bearing capacity of a strip footing on clay under combined loading , 1999, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[8] Mjn Priestley,et al. Seismic Design and Retrofit of Bridges , 1996 .
[9] Jean H. Prevost,et al. ANISOTROPIC UNDRAINED STRESS-STRAIN BEHAVIOR OF CLAYS , 1978 .
[10] Guido Gottardi,et al. Plastic response of circular footings on sand under general planar loading , 1999 .
[11] Roberto Paolucci,et al. Simplified evaluation of earthquake induced permanent displacements of shallow foundations , 1997 .
[12] A. Pecker,et al. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. I: Purely cohesive soil , 1995 .
[13] Guido Gottardi,et al. A complete three-dimensional failure envelope for shallow footings on sand , 1994 .
[14] Roberto Paolucci,et al. SEISMIC BEARING CAPACITY OF SHALLOW STRIP FOUNDATIONS ON DRY SOILS , 1997 .
[15] G. Gudehus,et al. SETTLEMENTS OF SHALLOW FOUNDATIONS OF SAND , 1985 .
[16] A. Pecker,et al. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. II: Purely cohesive soil without tensile strength , 1995 .