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7/28/2019 a107412101-Vibrations and Structural Dynamics_1st Mid
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Code No: A107412101 Set No. 1JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD
IV B.Tech. I Sem., I Mid-Term Examinations, September – 2011VIBRATIONS AND STRUCTURAL DYNAMICS
Objective ExamName: ______________________________ Hall Ticket No.
Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 20.
I Choose the correct alternative: 1. When the magnitude of natural frequency and forced frequency is same, then the vibrating system
is said to be under ____ condition [ ]
(A) Damping (B) resonance (C) un-damped (D) none
2. The interference between two waves of slightly different frequencies moving along the same
straight line in the same direction is known as [ ]
(A) Amplitude (B) Beats Phenomena (C) Critical damping (D) none 3. The amount of external excitation is not known by magnitude in a vibrating system, then such
vibrations are called [ ]
(A) Forced vibrations (B) Linear vibrations (C) torsional vibrations (D) Random vibrations
4. The sum of the kinetic energy and potential energy of a vibrating system is in energy method
[ ](A) variable (B) constant (C) zero (D) none
5. Microscopic slip occurs on the interfaces of machine elements which causes dissipation of
vibrational energy is called [ ](A) Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
6. The critical damping constant ( Cc )is given by the formula [ ](A) 2√km (B) 2√k/m (C) √k/m (D) k/2√m
7. The equation of motion for a spring mass damped system under forced vibrations is equal to [ ](A)Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
8. A vibrometer is also known as _________ frequency transducer. [ ]
(A) Medium (B) None (C) High (D) Low.
9. The amplitude of vibration at resonance condition is [ ]
(A) Minimum (B) Maximum (C) Unaltered (D) none.
10. If two springs having the spring constants 100 N/m and 200 N/m, then the equivalent stiffness in
series is given by [ ](A) 100 / 3 (B) 200 / 3 (C) 400 / 3 (D) 500 / 3
Cont….2
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Code No: A107412101 :2: Set No. 1
II Fill in the blanks.
11. The minimum number of independent coordinates required to specify the motion of a vibrating
body at any instant is known as _________ of the system.
12. According to the D’Alembert’s principle, the sum of inertial forces and external forces is equal to _______.
13. The parameter that can be found by bifilar suspension method is ____________.
14. At resonance condition, the equation of vibrometer is transformed into the formula ______.
15. In critical damping, the time taken for recoil is ________ times of the cycle time.
16. The vibration measuring instruments are designed based on __________ motion approach.
17. The speeds of rotating shafts at which the resonance occurs is known as _________ speed.
18. The condition for uncoupled differential equations where the translator and angular motion canexist independently is known as _______ coupling.
19. In continuous system the number of degree of freedom is equal to _________.
20. The lowest Eigen value of a vibrating system is known as its __________ natural frequency.
-oOo-
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Code No: A107412101 Set No. 2JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD
IV B.Tech. I Sem., I Mid-Term Examinations, September – 2011VIBRATIONS AND STRUCTURAL DYNAMICS
Objective ExamName: ______________________________ Hall Ticket No.
Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 20.
I Choose the correct alternative: 1. The sum of the kinetic energy and potential energy of a vibrating system is in energy method [ ]
(A) variable (B) constant (C) zero (D) none
2. Microscopic slip occurs on the interfaces of machine elements which causes dissipation of
vibrational energy is called [ ]
(A) Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
3. The critical damping constant ( Cc )is given by the formula [ ]
(A) 2√km (B) 2√k/m (C) √k/m (D) k/2√m
4. The equation of motion for a spring mass damped system under forced vibrations is equal to [ ]
(A)Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
5. A vibrometer is also known as _________ frequency transducer. [ ](A) Medium (B) None (C) High (D) Low.
6. The amplitude of vibration at resonance condition is [ ](A) Minimum (B) Maximum (C) Unaltered (D) none.
7. If two springs having the spring constants 100 N/m and 200 N/m, then the equivalent stiffness in
series is given by [ ](A) 100 / 3 (B) 200 / 3 (C) 400 / 3 (D) 500 / 3
8. When the magnitude of natural frequency and forced frequency is same, then the vibrating systemis said to be under ____ condition [ ]
(A) Damping (B) resonance (C) un-damped (D) none
9. The interference between two waves of slightly different frequencies moving along the same
straight line in the same direction is known as [ ]
(A) Amplitude (B) Beats Phenomena (C) Critical damping (D) none
10. The amount of external excitation is not known by magnitude in a vibrating system, then such
vibrations are called [ ]
(A) Forced vibrations (B) Linear vibrations (C) torsional vibrations (D) Random vibrations
Cont….2
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Code No: A107412101 :2: Set No. 2
II Fill in the blanks.
11. At resonance condition, the equation of vibrometer is transformed into the formula ______.
12. In critical damping, the time taken for recoil is ________ times of the cycle time.
13. The vibration measuring instruments are designed based on __________ motion approach.
14. The speeds of rotating shafts at which the resonance occurs is known as _________ speed.
15. The condition for uncoupled differential equations where the translator and angular motion canexist independently is known as _______ coupling.
16. In continuous system the number of degree of freedom is equal to _________.
17. The lowest Eigen value of a vibrating system is known as its __________ natural frequency.
18. The minimum number of independent coordinates required to specify the motion of a vibrating body at any instant is known as _________ of the system.
19. According to the D’Alembert’s principle, the sum of inertial forces and external forces is equal to _______.
20. The parameter that can be found by bifilar suspension method is ____________.
-oOo-
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Code No: A107412101 Set No. 3JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD
IV B.Tech. I Sem., I Mid-Term Examinations, September – 2011VIBRATIONS AND STRUCTURAL DYNAMICS
Objective ExamName: ______________________________ Hall Ticket No.
Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 20.
I Choose the correct alternative: 1. The critical damping constant ( Cc )is given by the formula [ ]
(A) 2√km (B) 2√k/m (C) √k/m (D) k/2√m
2. The equation of motion for a spring mass damped system under forced vibrations is equal to [ ](A)Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
3. A vibrometer is also known as _________ frequency transducer. [ ](A) Medium (B) None (C) High (D) Low.
4. The amplitude of vibration at resonance condition is [ ]
(A) Minimum (B) Maximum (C) Unaltered (D) none.
5. If two springs having the spring constants 100 N/m and 200 N/m, then the equivalent stiffness in
series is given by [ ]
(A) 100 / 3 (B) 200 / 3 (C) 400 / 3 (D) 500 / 3
6. When the magnitude of natural frequency and forced frequency is same, then the vibrating systemis said to be under ____ condition [ ](A) Damping (B) resonance (C) un-damped (D) none
7. The interference between two waves of slightly different frequencies moving along the samestraight line in the same direction is known as [ ]
(A) Amplitude (B) Beats Phenomena (C) Critical damping (D) none
8. The amount of external excitation is not known by magnitude in a vibrating system, then such
vibrations are called [ ]
(A) Forced vibrations (B) Linear vibrations (C) torsional vibrations (D) Random vibrations
9. The sum of the kinetic energy and potential energy of a vibrating system is in energy method [ ]
(A) variable (B) constant (C) zero (D) none
10. Microscopic slip occurs on the interfaces of machine elements which causes dissipation of
vibrational energy is called [ ]
(A) Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
Cont….2
7/28/2019 a107412101-Vibrations and Structural Dynamics_1st Mid
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Code No: A107412101 :2: Set No. 3
II Fill in the blanks.
11. The vibration measuring instruments are designed based on __________ motion approach.
12. The speeds of rotating shafts at which the resonance occurs is known as _________ speed.
13. The condition for uncoupled differential equations where the translator and angular motion canexist independently is known as _______ coupling.
14. In continuous system the number of degree of freedom is equal to _________.
15. The lowest Eigen value of a vibrating system is known as its __________ natural frequency.
16. The minimum number of independent coordinates required to specify the motion of a vibrating
body at any instant is known as _________ of the system.
17. According to the D’Alembert’s principle, the sum of inertial forces and external forces is equal to
_______.
18. The parameter that can be found by bifilar suspension method is ____________.
19. At resonance condition, the equation of vibrometer is transformed into the formula ______.
20. In critical damping, the time taken for recoil is ________ times of the cycle time.
-oOo-
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Code No: A107412101 Set No. 4JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD
IV B.Tech. I Sem., I Mid-Term Examinations, September – 2011VIBRATIONS AND STRUCTURAL DYNAMICS
Objective ExamName: ______________________________ Hall Ticket No.
Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 20.
I Choose the correct alternative: 1. A vibrometer is also known as _________ frequency transducer. [ ]
(A) Medium (B) None (C) High (D) Low.
2. The amplitude of vibration at resonance condition is [ ]
(A) Minimum (B) Maximum (C) Unaltered (D) none.
3. If two springs having the spring constants 100 N/m and 200 N/m, then the equivalent stiffness in
series is given by [ ](A) 100 / 3 (B) 200 / 3 (C) 400 / 3 (D) 500 / 3
4. When the magnitude of natural frequency and forced frequency is same, then the vibrating systemis said to be under ____ condition [ ]
(A) Damping (B) resonance (C) un-damped (D) none
5. The interference between two waves of slightly different frequencies moving along the samestraight line in the same direction is known as [ ]
(A) Amplitude (B) Beats Phenomena (C) Critical damping (D) none
6. The amount of external excitation is not known by magnitude in a vibrating system, then such
vibrations are called [ ](A) Forced vibrations (B) Linear vibrations (C) torsional vibrations (D) Random vibrations
7. The sum of the kinetic energy and potential energy of a vibrating system is in energy method [ ]
(A) variable (B) constant (C) zero (D) none
8. Microscopic slip occurs on the interfaces of machine elements which causes dissipation of
vibrational energy is called [ ](A) Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
9. The critical damping constant ( Cc )is given by the formula [ ]
(A)2√km (B) 2√k/m (C) √k/m (D) k/2√m
10. The equation of motion for a spring mass damped system under forced vibrations is equal to [ ]
(A)Coulomb damping (B) structural damping (C) slip damping (D) Viscous damping
Cont….2
7/28/2019 a107412101-Vibrations and Structural Dynamics_1st Mid
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Code No: A107412101 :2: Set No. 4
II Fill in the blanks.
11. The condition for uncoupled differential equations where the translator and angular motion can
exist independently is known as _______ coupling.
12. In continuous system the number of degree of freedom is equal to _________.
13. The lowest Eigen value of a vibrating system is known as its __________ natural frequency.
14. The minimum number of independent coordinates required to specify the motion of a vibrating
body at any instant is known as _________ of the system.
15. According to the D’Alembert’s principle, the sum of inertial forces and external forces is equal to _______.
16. The parameter that can be found by bifilar suspension method is ____________.
17. At resonance condition, the equation of vibrometer is transformed into the formula ______.
18. In critical damping, the time taken for recoil is ________ times of the cycle time.
19. The vibration measuring instruments are designed based on __________ motion approach.
20. The speeds of rotating shafts at which the resonance occurs is known as _________ speed.
-oOo-