An iterative method to infer distributed mass and stiffness profiles for use in reference dynamic beam-Winkler models of foundation piles from frequency response functions
- Submitting institution
-
University of Nottingham, The
- Unit of assessment
- 12 - Engineering
- Output identifier
- 1337265
- Type
- D - Journal article
- DOI
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10.1016/j.jsv.2018.05.049
- Title of journal
- Journal of Sound and Vibration
- Article number
- -
- First page
- 1
- Volume
- 431
- Issue
- -
- ISSN
- 0022-460X
- Open access status
- Compliant
- Month of publication
- June
- Year of publication
- 2018
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
2
- Research group(s)
-
P - Nottingham Centre for Geomechanics
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This paper presents, for the first time, a novel solution procedure to estimate the mass and stiffness contributing to the dynamic motion of piles. The work is the result of an international collaboration between Nottingham, Delft University and the National Yunlin University of Science and Technology (Taiwan).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
