Soil–pile–structure interaction: experimental outcomes from shaking table tests Article Swipe
YOU?
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· 2015
· Open Access
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· DOI: https://doi.org/10.1002/eqe.2694
Summary 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.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1002/eqe.2694
- OA Status
- green
- Cited By
- 88
- References
- 39
- Related Works
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- OpenAlex ID
- https://openalex.org/W2215579754
Raw OpenAlex JSON
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https://openalex.org/W2215579754Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1002/eqe.2694Digital Object Identifier
- Title
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Soil–pile–structure interaction: experimental outcomes from shaking table testsWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2015Year of publication
- Publication date
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2015-12-29Full publication date if available
- Authors
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Maria Giovanna Durante, Luigi Di Sarno, George Mylonakis, Colin Anthony Taylor, Armando Lucio SimonelliList of authors in order
- Landing page
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https://doi.org/10.1002/eqe.2694Publisher landing page
- Open access
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YesWhether a free full text is available
- OA status
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greenOpen access status per OpenAlex
- OA URL
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https://research-information.bris.ac.uk/en/publications/3da18b73-26e1-47b4-9e1e-33ac3bd54c1cDirect OA link when available
- Concepts
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Pile, Earthquake shaking table, Natural frequency, Head (geology), Soil structure interaction, Structural engineering, Engineering, Geotechnical engineering, Earthquake engineering, Vibration, Geology, Physics, Acoustics, Finite element method, GeomorphologyTop concepts (fields/topics) attached by OpenAlex
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88Total citation count in OpenAlex
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2025: 5, 2024: 10, 2023: 8, 2022: 16, 2021: 18Per-year citation counts (last 5 years)
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39Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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