Offshore Wind Turbine Monopile Foundation Systems in Multilayered Soil Strata under Aerodynamic and Hydrodynamic Loads: State-of-the-Art Review-Reference-Cited by-同舟云学术

Offshore Wind Turbine Monopile Foundation Systems in Multilayered Soil Strata under Aerodynamic and Hydrodynamic Loads: State-of-the-Art Review

Published:2023-08 Issue:3 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Arvan Prakash Ankitha¹^ORCID,Raju Rahul Dev²^ORCID,Arockiasamy Madasamy³

Affiliation:

1. Doctoral Research Scholar, Dept. of Civil, Environmental and Geomatics Engineering, Florida Atlantic Univ., Boca Raton, FL 33431-0991 (corresponding author). ORCID: .

2. Doctoral Research Scholar, Dept. of Ocean and Mechanical Engineering, Florida Atlantic Univ., Boca Raton, FL 33431-0991. ORCID: .

3. Professor and Director, Center for Infrastructure and Constructed Facilities, Dept. of Civil, Environmental and Geomatics Engineering, Florida Atlantic Univ., Boca Raton, FL 33431-0991.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1198

Reference92 articles.

1. ABAQUS. 2014. Abaqus analysis user’s manual: ABAQUS 6.14-4. Johnston, RI: SIMULIA.

2. ABB. 2012. “Wind power plants. Technical application paper no. 13.” Accessed October 10 2012. http://www05.abb.com/global/scot/scot209.nsf/veritydisplay/92faf0c1913f5651c1257937002f88e8/$file/1sdc007112g0201.pdf.

3. Achmus M. and K. Abdel-Rahman. 2012. “Design of piles for offshore wind energy foundations with respect to horizontal loading.” In Proc. Twenty-Second Int. Offshore and Polar Engineering Conf. Richardson TX: OnePetro.

4. Alderlieste E. A. 2011. “Experimental modelling of lateral loads on large diameter mono-pile foundations in sand.” M.S. thesis Dept. of Geotechnology Delft Univ. of Technology.

5. Load utilisation (LU) ratio of monopiles supporting offshore wind turbines: Formulation and examples from European Wind Farms

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