Module 7 : Design of Machine Foundations
Lecture 31 : Basics of soil dynamics [ Section 31.3 : Different modes of vibration; Damped ]
   
 

It is measure of decay of successive max amplitude of viscously damped vibrations & expressed by the eq & in which X 0 & X 1 are two peaks amplitude.

This property is useful in practice because we can find out damping ratio of any material.

Where = Initial Displacement

= Displacement after n+m Cycle

   
   
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