1. Undamped vibration of a spring/mass system without damping.
2. Damped vibration of a spring/mass system with viscous damping.
3. Critically damped vibration of a spring/mass system with viscous damping.
4. Over-damped vibration of a spring/mass system with viscous damping.
5. Sinusoidal forced vibration of a one degree of freedom system.
6. Forced Response of a one degree of freedom system.
7. Construction of the response locus of damped system.
8. Out-of-balance forced vibration of a one degree of freedom system.
9. Out-of-balance forced vibration with a constant angular acceleration up to top speed.
10. Out-of-balance response of a one degree of freedom system.
11. Sinusoidal abutment vibration of a one degree of freedom system.
12. Forced abutment response of a one degree of freedom system.
13. The connection between rotating vectors, sinusoidal motion and phase.
1. Natural frequencies and mode shapes of a two degree of freedom system
2. Transient vibration of a two degree of freedom system without damping
3. Modal contributions to the transient vibration of a two degree of freedom system
4. Forced responses of a two degree of freedom system and the modal components
5. Transient vibration of a damped two degree of freedom system
6. Sinusoidal abutment vibration of a two degree of freedom system.
7. Magnitude and phase of the forced abutment response of a two degree of freedom system.
8. Sinusoidal forced vibration of a two degree of freedom system.
9. Forced Response of a two degree of freedom system.
10. Abutment response with a detuner.
11. Start up transients for abutment excitation with a detuner.
12. Forced response with a detuner.
13. Start up transients for forced excitation with a detuner.
14. Forced response with an optimised vibration absorber.
1. Natural frequencies and mode shapes of a beam on two springs.
2. Transient vibration of a beam on two springs without damping.
3. Modal contributions to the transient vibration of a beam on two springs.
4. Forced response of a beam on two springs.
5. Magnitude of the forced response of a beam on two springs without damping.
6. Transient vibration of a beam on two springs with damping.
7. Magnitude of the forced response of a beam on two springs damping.
1. Natural frequencies predicted from an assumed mode shape.
1. Natural frequencies and mode shapes of a three degree of freedom system.
2. Forced responses of an undamped three degree of freedom system.
4: Forced responses of an damped three degree of freedom system.
6. Natural frequencies and mode shapes of a five degree of freedom system.
7. Forced responses of an undamped five degree of freedom system.
10. Forced response of a damped system with an animation at a selected frequency.
1. Transverse modes of two masses on a string in tension.
2. Forced response of two masses on a string in tension.
3. Complex eigen values of a two degree of freedom system.
4. Forced response comparison: Exact and modal.
5. Determination of Q factor from a response curve.
6. Comparison of exact response with modal analysis response.
7. Transient response of a two degree of freedom system with viscous damping.
1. Axial modes of a free/free bar.
2. Response of a free/free bar.
3. Response of a free/free bar with an animation at a selected frequency.
4. Axial modes of a clamped/free bar.
5. Response of a clamped/free bar with an animation at a selected frequency.
6. Tip response of a free/free damped bar with an animation at a selected frequency.
7. Tip response of a free/free tapered bar with an animation at a selected frequency.
8. Torsional modes of a free/free bar.
9. Torsional modes of a clamped/free bar.
1. Transverse modes of a free/free bar.
2. Transverse modes of a clamped/free bar.
3. Tip response of a free/free bar.
4. Tip response of a clamped/free bar.
5. Shear and rotary inertia effects.
1. Natural frequencies of clamped/free bar attached to a spring.
2. Natural frequencies of clamped/free bar attached to a mass.
3. Natural frequencies of clamped/free bar attached to a spring/mass system.
4. Natural frequencies of clamped/free bar with a second bar attached.
5. Forced response of a damped five degree-of-freedom system.
6. Forced response of a damped system with an animation at a selected frequency.
7. Effect of coupling stiffness on natural frequency.
8. Response of a clamped/free bar with a vibration absorber attached.
9. Optimised response of a clamped/free bar with a vibration absorber attached.
10. Response of a clamped/free bar with an absorber bar and insert.
11. Optimised response of a clamped/free bar with an absorber bar and insert.