Regarding eigen analysis and rayleigh damping
Moderators: silvia, selimgunay, Moderators
Regarding eigen analysis and rayleigh damping
Please provide the details about how to provide mass and stiffness dependent damping , when a shallow foundation is modeled with beams on nonlinear winkler foundation model and is subjected to a pulse cyclic load of 1 cycle/sec , which is applied for a duration of 100000 sec in vertical direction.