© 2020 Wlodzimierz Bryc. All Rights Reserved.

Second Order Linear DE

Free vibrations with damping

The displacement $u(t)$ of free vibrations with damping coefficient $\gamma\geq 0$ is a solution of the differential equation $m u''+\gamma u'+ k u=0$.


A mass weighing 16 Lb stretches a spring 2 in. The mass is also attached to a damper with coefficient $\gamma$. Determine the value of $\gamma$ for which the system is critically damped. Assume that $g=32 ft/s^2$.


Write the decimal value for $\gamma$.



File