Step 1: General solution structure for harmonic forcing.
For a linear SDOF under \(m\ddot x + c\dot x + kx = F_0\sin\omega t\), the solution is
\[
x(t) = x_{\text{tr}}(t) + x_{\text{ss}}(t),
\]
where \(x_{\text{tr}}(t)\) is the homogeneous or free–vibration transient and \(x_{\text{ss}}(t)\) is the particular steady–state sinusoid at the forcing frequency.
\(\Rightarrow\) (A) is true.
Step 2: Behavior of the transient with damping.
If \(c>0\) (under/critical/over–damped), \(x_{\text{tr}}(t)\) carries an exponential factor \(e^{-\zeta\omega_n t}\) (or an overdamped sum of decaying exponentials), so it decays to zero as \(t\to\infty\).
\(\Rightarrow\) (B) is true. (Note: for \(c=0\) it would not decay, but that case is not listed.)
Step 3: Dependence of steady state on initial conditions.
\(x_{\text{ss}}(t)\) is determined solely by \(F_0,\omega,m,c,k\) through the FRF (magnitude \(X(\omega)\), phase \(\phi\)); it does not depend on initial displacement/velocity. Initial conditions only set the transient \(x_{\text{tr}}(t)\).
\(\Rightarrow\) (C) is false.
Step 4: Parameters controlling decay rate.
The decay envelope is \(e^{-\zeta\omega_n t}\) with \(\omega_n=\sqrt{k/m}\) and \(\zeta=\dfrac{c}{2m\omega_n}=\dfrac{c}{2\sqrt{km}}\). Thus the decay rate depends on \(m,k,c\).
\(\Rightarrow\) (D) is true.
Final Answer:
\[
\boxed{(A),\ (B),\ (D)}
\]
A uniform rigid bar of mass 3 kg is hinged at point F, and supported by a spring of stiffness \( k = 100 \, {N/m} \), as shown in the figure. The natural frequency of free vibration of the system is ___________ rad/s (answer in integer).