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Shawn

Shawn

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  • RE: Problem on mass modeling method in SACS for dynamic analysis

    Wen Meng
    Wen Meng
    Hi Shaw, Yes, you can. If your model includes some mass which were defined as Z direction gravity load for static strength analysis, you can choose to convert it to mass for dynamic mode shape analysis. This can be defined in the dynamic mode analysis…
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • RE: Dyn mode shape analysis for MAT support jacket

    Wen Meng
    Wen Meng
    The is no accurate way to model this large size mat in SACS automatically. What's the penetration of this mat? The 1st option is to model the mat using a pile group in SACS PSI, similar to jacket piles below mudline. Definitely this is an equivalent…
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • Dyn mode shape analysis for MAT support jacket

    Shawn
    Shawn
    Hello Can I know how to use SACS to do dynamic analysis for those mat-supported jackets? E.g., How to mode the soil-foundation interaction to solve the super element, similar to what we have done for those piled jackets? Otherwise, we have to ignore…
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
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