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

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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

Accurate characterisation of soil behaviour in Dynamic-Soil-Structure Interaction (DSSI) applications remains a significant challenge. Knowledge of the operational soil-structure interaction stiffness is important for applications ranging from earthquake engineering to offshore structures subjected...

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Bibliographic Details
Main Authors:	Wu, W.H., Prendergast, L.J., Gavin, K.
Format:	Article
Language:	English
Published:	Elsevier 2018
Online Access:	https://eprints.nottingham.ac.uk/55007/

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