Category: Structural dynamics
Difference between Normal and Attachment modes
Rigid and flexible yaw manoeuvres
Bladed Support Structure vs SuperElement approach
Output blade and tower mode shapes
Non-linear foundations modelling
Ill-conditioned stiffness or mass matrix
Difference between Yaw Bearing and Tower Top loads
Vibration damper definition in Bladed
Support structure "refine deflections"
Support structure deflections and global positions
LSS shaft bending location
Tower attachment mode shapes
Define different mass on each blade
Foundation stiffness matrix form
"Refine Deflections" superseded by new functionality
Rigid body mass tensor
Tip-tower closest approach seems inaccurate
Where are earthquake accelerations applied?
How do seismic accelerations work with foundations / PY curves / soil springs?
Algorithm for calculating blade-to-tower distance
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