For a single degree of freedom spring-mass-damper system subjected to harmonic forcing, the part of the motion (response) that decays due to damping is known as:
In vibration problems, always separate total response into transient (dies out) and steady-state (persists). Only the transient part is affected by damping decay.
steady-state response
non-transient response
Step 1: General solution of forced vibration.
The displacement of a damped, harmonically forced system is \[ x(t) = x_{\text{transient}}(t) + x_{\text{steady}}(t). \]
Step 2: Nature of each part.
- The transient response is due to initial conditions and decays exponentially because of damping. - The steady-state response is the long-term periodic motion at the forcing frequency, which persists.
Step 3: Identification.
Since damping causes exponential decay, the response that disappears with time is the transient response.
\[\boxed{\text{Transient response}}\]
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).
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 \( R \)?
The equation of a closed curve in two-dimensional polar coordinates is given by \( r = \frac{2}{\sqrt{\pi}} (1 - \sin \theta) \). The area enclosed by the curve is ___________ (answer in integer).
For a three-bar truss loaded as shown in the figure, the magnitude of the force in the horizontal member AB is ____________ N (answer in integer).
A 4 × 4 digital image has pixel intensities (U) as shown in the figure. The number of pixels with \( U \leq 4 \) is:
Column-I has statements made by Shanthala; and, Column-II has responses given by Kanishk.