Behavior of closely spaced double-pile-supported jacket foundations for offshore wind energy converters-Reference-Cited by-同舟云学术

Behavior of closely spaced double-pile-supported jacket foundations for offshore wind energy converters

Published:2016-06 Issue: Volume:58 Page:164-177
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Akdag Cihan Taylan

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference29 articles.

1. Wind Turbines: Fundamentals, Technologies, Application, Economics;Hau,2013

2. Deep Water: The Next Step for Offshore Wind Energy Brussels;The European Wind Energy Association (EWEA),2013

3. Foundation for offshore wind turbines;Byrne;Philos. Trans. R. Soc. A,2003

4. Load-bearing behavior of suction bucket foundations in sand;Achmus;Appl. Ocean Res.,2013

5. Pore water pressure development around the monopile foundations of offshore wind energy converters (in Turkish with English Abstract);Tasan;J. Faculty Eng. Archit. Gazi,2014

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1. Model test and finite element analysis results of a monopile in very dense sand under unidirectional horizontal cyclic loading;Ocean Engineering;2023-11

2. Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit;Acta Geotechnica;2023-07-03

3. Seismic response of hybrid pile-bucket foundation supported offshore wind turbines located in liquefiable soils;Ocean Engineering;2023-02

4. Surrogate model based on ANN for the evaluation of the fundamental frequency of offshore wind turbines supported on jackets;Computers & Structures;2023-01

5. Test results for a monopile in medium dense sand subjected to unidirectional lateral cyclic loading;European Journal of Environmental and Civil Engineering;2022-08-08