1. Free vibrations
2. Forced vibrations
3. Periodically forced vibrations
4. Free vibrations with viscous damping
Free vibrations with viscous damping
1. Free vibrations
2. Forced vibrations
3. Periodically forced vibrations
4. Free vibrations with viscous damping
5. Both (b) and (c)
Both (b) and (c)
1. Above unity
2. Near unity
3. Near infinity
4. Near zero value
Near zero value
1. Mass and stiffness
2. Mass and damping co-efficient
3. Stiffness and natural frequency
4. Natural frequency and damping co-efficient
Mass and stiffness
1. Linearly
2. Arithmetically
3. Geometrically
4. Exponentially
Exponentially
1. (C/2m)2 > K/M
2. (C/2m)2 = K/M
3. (C/2m)2 < K/M
4. None of these
(C/2m)2 = K/M
1. ξ > 1
2. ξ < 1
3. ξ = 1
4. None of these
ξ = 1
1. τ > 1
2. τ < 1
3. τ = 1
4. None of these
τ > 1
1. τ > 1
2. τ < 1
3. τ = 1
4. None of these
τ < 1
1. Constant
2. Linear
3. Logarithm
4. Exponential
Constant