Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines-Reference-Cited by-同舟云学术

Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

Published:2016-10 Issue:5 Volume:16 Page:04016018
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ahmed Sheikh Sharif¹,Hawlader Bipul²

Affiliation:

1. Dept. of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, Newfoundland, Canada A1B 3X5.

2. Associate Professor, Dept. of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, Newfoundland, Canada A1B 3X5 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000633

Reference66 articles.

1. Abaqus 6.13-1 [Computer software]. SIMULIA Providence RI.

2. Abdel-Rahman K. and Achmus M. (2005). “Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany.” Proc. Int. Symp. on Frontiers in Offshore Geotechnics Taylor and Francis Melbourne Australia.

3. Abdel-Rahman K. and Achmus M. (2006). “Behaviour of monopile and suction bucket foundation systems for offshore wind energy plants.” Proc. 5th Int. Engineering Conf. Sharm El-Sheikh Egypt.

4. Load-bearing behavior of suction bucket foundations in sand

5. Behavior of monopile foundations under cyclic lateral load

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