Evaluation of Rotational Stiffness for Uplifted Wind Turbine Gravity Foundation in Clays-Reference-Cited by-同舟云学术

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Evaluation of Rotational Stiffness for Uplifted Wind Turbine Gravity Foundation in Clays

Published:2023-07-20 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2023
language:
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Author:

Li Jixiang¹²³⁴⁵,Wang Dongyuan¹²³⁴⁵,Ntambakwa Eric¹²³⁴⁵,Huang Yunhan¹²³⁴⁵,Krause Ben¹²³⁴⁵

Affiliation:

1. China Railway Design and Consulting Group Co., Ltd.; formerly, Graduate Student, Southwest Jiaotong Univ., China.

2. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, China.

3. DNV Energy USA, Inc.

4. School of Civil and Ocean Engineering, Jiangsu Ocean Univ., Jiangsu, China.

5. RRC Power and Energy, LLC.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484982.035

Reference16 articles.

1. Andersen, L. V., Vahdatirad, M. J., and Sørensen, J. D. (2011). “Reliability-Based Assessment of the Natural Frequency of an Offshore Wind Turbine Founded on a Monopile.” In: The 13th International Conference on Civil, Structural and Environmental Engineering computations. Civil-Comp Press, 2011.

2. Natural frequencies of wind turbines on monopile foundations in clayey soils—A probabilistic approach

3. Design of monopiles for offshore wind turbines in 10 steps

4. ASCE. (2011). Recommended practice for compliance of large land-based wind turbine support structures. Reston, VA, and Washington, DC.

5. Foundation design guide for stacks and towers;Czerniak E.;Hydrocarbon Processing,1969

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