Lateral Response of Large-Diameter Monopiles for Offshore Wind Turbines from Centrifuge Model Tests-Reference-Cited by-同舟云学术

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Lateral Response of Large-Diameter Monopiles for Offshore Wind Turbines from Centrifuge Model Tests

Published:2013-10-31 Issue:1 Volume:37 Page:20130081
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Choo Yun Wook¹,Kim Dongwook²,Park Jae-Hyun³,Kwak Kiseok³,Kim Jae-Hyun⁴,Kim Dong-Soo⁵

Affiliation:

1. Associate Professor, Kongju National Univ., Cheonan, Chungnam, KR.

2. Assistant Professor, Incheon National Univ., Incheon, KR

3. Research Fellow, Korea Institute of Construction Technology, Goyang, KR.

4. Graduate Student, Korea Advanced Institute of Science and Technology, Daejeon, KR.

5. Professor, Korea Advanced Institute of Science and Technology, Daejeon, KR.

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 25 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A modified Nonlinear Foundation Beam model for half-rigid monopiles with Timoshenko representation and compatible soil springs in sand;Ocean Engineering;2024-09

2. Reliability analysis of monopiles for offshore wind turbines under lateral loading;Ocean Engineering;2024-02

3. Study on p-y curve of large diameter pile under long-term cyclic loading;Applied Ocean Research;2023-11

4. A Study on the Lateral Load Capacity of a Novel Hybrid Monopile via a Centrifuge Model Test;Energies;2023-10-24

5. Evaluation of Soil–Foundation–Structure Interaction for Large Diameter Monopile Foundation Focusing on Lateral Cyclic Loading;Journal of Marine Science and Engineering;2023-06-27

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