According to D' Alembert's principle, m (d 2 x/ dt 2 ) + c (dx/dt) + Kx =0 is the differential equati
damped free vibrations having single degree of freedom. What will be the solution to this differ
equation if the system is critically damped?
a. x = (A + Bt) e – ωt
b. x = X e – ξωt (sin ω d t + Φ)
c. x = (A – Bt) e – ωt
d. x = X e – ξωt (cos ω d t + Φ)
damped free vibrations having single degree of freedom. What will be the solution to this differ
equation if the system is critically damped?
a. x = (A + Bt) e – ωt
b. x = X e – ξωt (sin ω d t + Φ)
c. x = (A – Bt) e – ωt
d. x = X e – ξωt (cos ω d t + Φ)