Analysis of Offshore Wind Turbine by considering Soil-Pile-Structure Interaction: Effects of Foundation and Sea-Wave Properties-Reference-Cited by-同舟云学术

Analysis of Offshore Wind Turbine by considering Soil-Pile-Structure Interaction: Effects of Foundation and Sea-Wave Properties

Published:2021-08-08 Issue: Volume: Page:1-23
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Fard Maryam Massah¹²,Erken Ayfer¹,Erkmen Bülent²,Ansal Atilla²

Affiliation:

1. Department of Civil Engineering, Istanbul Technical University, Istanbul, Turkey

2. Department of Civil Engineering, Ozyegin University, Istanbul, Turkey

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.1961936

Reference50 articles.

1. Abdel-Rahman, K., and M. Achmus. 2005. Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany. In Proceedings of the International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Perth, Australia, 391–96.

2. Behavior of monopile foundations under cyclic lateral load

3. Arulmoli, K., K. K. Muraleetharan, M. M. Hossain, and L. S. Fruth. 1992. VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program, soil data report. Report, The Earth Technology Corporation, Project No. 90-0562, Irvine, California.

4. Influence of pore water in the seabed on dynamic response of offshore wind turbines on monopiles

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