@inproceedings{817bbfd101664fae97759c5d4fdd96ef,
title = "Numerical analysis of kinematic soil-pile interaction",
abstract = "In the present study, the response of singles pile to kinematic seismic loading is investigated using the computer program SAP2000@ The objectives of the study are: (1) to develop a numerical model that can realistically simulate kinematic soil-structure interaction for piles accounting for discontinuity conditions at the pile-soil interface, energy dissipation and wave propagation; (2) to use the model for evaluating kinematic interaction effects on pile response as function of input ground motion; and (3) to present a case study in which theoretical predictions are compared with results obtained from other formulations. To evaluate the effects of kinematic loading, the responses of both the free-field soil (with no piles) and the pile were compared. Time history and static pushover analyses were conducted to estimate the displacement and kinematic pile bending under seismic loadings.",
keywords = "dynamic, kinematic loading, lateral, numerical modeling, piles",
author = "Francesco Castelli and Michele Maugeri and George Mylonakis",
year = "2008",
doi = "10.1063/1.2963892",
language = "British English",
isbn = "9780735405424",
series = "AIP Conference Proceedings",
number = "PART 1",
pages = "618--625",
booktitle = "2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake",
edition = "PART 1",
note = "2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008 ; Conference date: 08-07-2008 Through 11-07-2008",
}