Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method

Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method

The mechanical responses of an offshore monopile foundation mounted in over-consolidated clay are calculated by employing a stochastic approach where a nonlinear p–y curve is incorporated with a finite element scheme. The random field theory is applied to represent a spatial variation for undrained...

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Bibliographic Details
Main Authors: Mohammad Javad Vahdatirad, Mehdi Bayat, Lars Vabbersgaard Andersen, Lars Bo Ibsen
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2015-03-01
Series:Journal of Civil Engineering and Management
Subjects:
offshore wind turbines
monopile
asymptotic sampling
finite element method
random field
stochastic analysis
Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/2955

Internet

http://journals.vgtu.lt/index.php/JCEM/article/view/2955

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