How does Nastran include structural damping (GEi) in PBUSH element into modal frequency response (SOL111)? Is it included as complex stiffness term?
For example structural damping GE in MAT1 card is added to the stiffness matrix as complex term.
How does Nastran include structural damping (GEi) in PBUSH element into modal frequency response (SOL111)? Is it included as complex stiffness term?
For example structural damping GE in MAT1 card is added to the stiffness matrix as complex term.