Regarding eigen analysis and rayleigh damping

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sasmalsk
Posts: 7
Joined: Tue Jul 19, 2016 1:52 am
Location: NIT Rourkela

Regarding eigen analysis and rayleigh damping

Post by sasmalsk » Mon Aug 21, 2017 11:16 pm

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.

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