Soil–pile–structure interaction: experimental outcomes from shaking table tests |
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| Authors: | Maria Giovanna Durante Luigi Di Sarno George Mylonakis Colin A Taylor Armando Lucio Simonelli |
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| Institution: | 1. Department of Engineering, University of Sannio, Benevento, Italy;2. Department of Civil Engineering, University of Bristol, Bristol, UK;3. Department of Civil Engineering, University of Patras, Greece;4. Department of Civil and Environmental Engineering, University of California, Los Angeles |
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| Abstract: | An effective way to study the complex seismic soil‐structure interaction phenomena is to investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The outcomes of an extensive experimental campaign carried out on scaled models by means of the shaking table of the Bristol Laboratory for Advanced Dynamics Engineering, University of Bristol, UK, are discussed in the present paper. The experimental model comprises an oscillator connected to a single or a group of piles embedded in a bi‐layer deposit. Different pile head conditions, that is free head and fixed head, several dynamic properties of the structure, including different masses at the top of the single degree of freedom system, excited by various input motions, e.g. white noise, sinedwells and natural earthquake strong motions recorded in Italy, have been tested. In the present work, the modal dynamic response of the soil–pile–structure system is assessed in terms of period elongation and system damping ratio. Furthermore, the effects of oscillator mass and pile head conditions on soil–pile response have been highlighted, when the harmonic input motions are considered. Copyright © 2015 John Wiley & Sons, Ltd. |
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| Keywords: | shaking table tests soil– structure interaction kinematic effects inertial effects period elongation damping ratio |
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