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general wave response
Dynamic Response
jacket platform
Spectral Fatigue
transfer function generation
transfer/respond function
Dynamic Wave Response for Fixed Platform
Pei Shing Ooi
Dear Sir/Madam, I'm currently running fatigue analysis. The general methodology is like this Pile Superelement - Use psiinp and sacinp, generate dynsef and psilst Dynamic/Mode Shape - Use sacinp, dyninp and dynsef, generate dynmas, dynmod and…
Answered
over 6 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
Wave response Program
Siddharth Manda
Upon reading the manual of Wave Response, it suggests that it calculates equivalent static load in order to solve directly (section 1.2). How is this type of analysis different from a normal static conventional analysis ? 1) Stiffness of the structure…
Answered
over 6 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
RE: Spectral Fatigue Analysis
Nalinii Ravichandran
Hello Mr.Geoff, Thank You so much for the answer.I have one more question.Can we use general wave response module instead of deterministic wave/transfer function generation. How does it affects the analysis ?Where we can get the manual to know the differences…
over 7 years ago
MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
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