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The nonlinear vibrations of soil-pile systems under seismic ground motion
[chapter]
2014
Earthquake Ground Motion
In this paper, a boundary element method (BEM) is developed for the nonlinear dynamic analysis of soil-pile systems accounting for both kinematic and inertial interaction. The column-pile of arbitrary doubly symmetric simply or multiply connected constant cross section is partially embedded in layered viscoelastic profile, undergoing moderate large deflections taking into account the effects of shear deformation and rotary inertia. The column-pile is subjected to seismic action as well as to
doi:10.2495/978-1-84566-000-0/016
fatcat:j4do7ygk3fgqvf3yshbc26zggy