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Load analysis and comparison of different jacket foundations

Author

Listed:
  • Shi, Wei
  • Park, Hyunchul
  • Chung, Chinwha
  • Baek, Jaeha
  • Kim, Youngchan
  • Kim, Changwan

Abstract

As a country mostly surrounded by water, Korea plans to build a massive offshore wind farm off the west coast by 2019. Due to the different seabed condition, wind turbine with jacket foundation is considered as a suitable choice for the intermediate water depths so far. And preliminary work is necessary for the wind turbine manufactures. In this work, a 3-blade upwind, pitch controlled, variable speed 5 MW offshore baseline model is used. Two different Jacket foundations are designed for the water depth of 30 m. Using several load cases, the dynamic response of two kinds of jacket structures, are compared by modal analysis and dynamic analysis. The analysis results of the system natural frequencies, significant loads of different jacket members for both models are given in detail. This research gives a good knowledge of large scale offshore wind turbine in Korea for intermediate water depth.

Suggested Citation

  • Shi, Wei & Park, Hyunchul & Chung, Chinwha & Baek, Jaeha & Kim, Youngchan & Kim, Changwan, 2013. "Load analysis and comparison of different jacket foundations," Renewable Energy, Elsevier, vol. 54(C), pages 201-210.
    • Handle: RePEc:eee:renene:v:54:y:2013:i:c:p:201-210
    DOI: 10.1016/j.renene.2012.08.008
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    Citations

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    Cited by:

    1. Lee, Yeon-Seung & González, José A. & Lee, Ji Hyun & Kim, Young Il & Park, K.C. & Han, Soonhung, 2016. "Structural topology optimization of the transition piece for an offshore wind turbine with jacket foundation," Renewable Energy, Elsevier, vol. 85(C), pages 1214-1225.
    2. Wan, Ling & Moan, Torgeir & Gao, Zhen & Shi, Wei, 2024. "A review on the technical development of combined wind and wave energy conversion systems," Energy, Elsevier, vol. 294(C).
    3. Hongyan Ding & Zuntao Feng & Puyang Zhang & Conghuan Le & Yaohua Guo, 2020. "Floating Performance of a Composite Bucket Foundation with an Offshore Wind Tower during Transportation," Energies, MDPI, vol. 13(4), pages 1-19, February.
    4. Shi, Wei & Han, Jonghoon & Kim, Changwan & Lee, Daeyong & Shin, Hyunkyoung & Park, Hyunchul, 2015. "Feasibility study of offshore wind turbine substructures for southwest offshore wind farm project in Korea," Renewable Energy, Elsevier, vol. 74(C), pages 406-413.
    5. Lee, Yeon-Seung & Choi, Byung-Lyul & Lee, Ji Hyun & Kim, Soo Young & Han, Soonhung, 2014. "Reliability-based design optimization of monopile transition piece for offshore wind turbine system," Renewable Energy, Elsevier, vol. 71(C), pages 729-741.
    6. Liu, Fushun & Li, Huajun & Li, Wei & Wang, Bin, 2014. "Experimental study of improved modal strain energy method for damage localisation in jacket-type offshore wind turbines," Renewable Energy, Elsevier, vol. 72(C), pages 174-181.
    7. Abhinav, K.A. & Saha, Nilanjan, 2017. "Stochastic response of jacket supported offshore wind turbines for varying soil parameters," Renewable Energy, Elsevier, vol. 101(C), pages 550-564.
    8. I-Wen Chen & Bao-Leng Wong & Yu-Hung Lin & Shiu-Wu Chau & Hsin-Haou Huang, 2016. "Design and Analysis of Jacket Substructures for Offshore Wind Turbines," Energies, MDPI, vol. 9(4), pages 1-24, April.

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