PX153 - B5.3 - critical damping

x(t)=Dteλt=Dteαtdxdt=Deαt(1αt)d2xdt2=αDeαt(αt2) α(αt2)Deαt+2α(1αt)Deαt+ω02tDeαt=0 α2t2α+2α2α2t+ω02t=0(ω02α2)t=0 x(t)=x0(eαt+αteαt)