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:
\[
\boxed{(A),\ (B),\ (D)}
\]
For a homogeneous, isotropic material, the relation between the shear modulus (\( G \)), Young’s modulus (\( E \)), and Poisson’s ratio (\( \nu \)) is ________?
A simply supported horizontal beam is subjected to a distributed transverse load varying linearly from \( q_0 \) at A to zero at B, as shown in the figure. Which one of the following options is correct?

A uniform symmetric cross-section cantilever beam of length \( L \) is subjected to a transverse force \( P \) at the free end, as shown in the figure. The Young’s modulus of the material is \( E \) and the moment of inertia is \( I \). Ignoring the contributions due to transverse shear, the strain energy stored in the beam is ___________.

In the given figure, plate ABCD in its undeformed configuration (solid line) is a rhombus with all the internal angles being 90°. The lengths of the undeformed diagonals are 20 cm. ABCD deforms as shown by the dotted lines. Upon deformation, diagonal AC reduces to 19.96 cm and BD increases to 20.04 cm. In the given x-y coordinate system, the engineering shear strain \( \gamma_{xy} \) is equal to __________.
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).

Courage : Bravery :: Yearning :
Select the most appropriate option to complete the analogy.
We __________ tennis in the lawn when it suddenly started to rain.
Select the most appropriate option to complete the above sentence.
A 4 × 4 digital image has pixel intensities (U) as shown in the figure. The number of pixels with \( U \leq 4 \) is:

In the given figure, the numbers associated with the rectangle, triangle, and ellipse are 1, 2, and 3, respectively. Which one among the given options is the most appropriate combination of \( P \), \( Q \), and \( R \)?

A rectangle has a length \(L\) and a width \(W\), where \(L>W\). If the width, \(W\), is increased by 10%, which one of the following statements is correct for all values of \(L\) and \(W\)?
Select the most appropriate option to complete the above sentence.