Geotechnical Design and Analysis for Offshore Wind Foundations in Korean Waters

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  • Опубликовано: 4 ноя 2024

Комментарии • 6

  • @airajahmed
    @airajahmed Год назад

    So useful and fruitful !

  • @Martin-iw1ll
    @Martin-iw1ll 2 года назад

    The example 3d abaqus FEA model that you showed in the slide on monopolies - p-y curves is inadequate. The FEA model bottom boundary is at an insufficient depth to fully capture the response of the soil body to the pile under load. The bottom boundary needs to be at least 2 - 3 times the length of the section of monopile anchored in soil.

  • @naveenkumarmakamala1059
    @naveenkumarmakamala1059 5 месяцев назад

    Hai sir
    Can you explain the design of tension leg platform for floating offshore wind turbines

  • @HasanShahriyer-l7p
    @HasanShahriyer-l7p 6 месяцев назад

  • @teaguelin
    @teaguelin 2 года назад

    great talk. thx for sharing

  • @michaelbacqalen1109
    @michaelbacqalen1109 2 года назад

    Also the ABAQUS FEA software is spelt with a Q not a C.