| 1. | |
1. Introduction | - Harmonic motion - Viscous damping - Modeling and energy methods |  |
| 2. | |
1. Introduction | - Stiffness - Design considerations - Numerical simulation of the time response - Coulomb friction and the pendulum | |
| 3. | |
2. Response to Harmonic Excitation | - Harmonic excitation of undamped systems - Harmonic excitation of damped systems - Alternative representations | |
| 4. | |
2. Response to Harmonic Excitation | - Basic excitation - Rotating unbalance - Measurement | |
| 5. | |
2. Response to Harmonic Excitation | - Other forms of damping - Numerical simulation and design | |
| 6. | |
3. General Forced Response | - Impulse response function - Response to an arbitrary input | |
| 7. | |
3. General Forced Response | - Response to an arbitrary periodic input - Transform methods - Response to random inputs | |
| 8. | |
중간고사 | |
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| 9. | |
4. Multiple-Degree-of-Freedom Systems | - Two-degree-of-freedom model (undamped) | |
| 10. | |
4. Multiple-Degree-of-Freedom Systems | - Eigenvalues and natural frequencies | |
| 11. | |
4. Multiple-Degree-of-Freedom Systems | - Modal analysis | |
| 12. | |
4. Multiple-Degree-of-Freedom Systems | - More than two degrees of freedom - Systems with viscous damping | |
| 13. | |
4. Multiple-Degree-of-Freedom Systems | - Modal analysis of the forced response - Lagrange's equations | |
| 14. | |
6. Distributed-Parameter Systems | - Vibration of a string or cable - Modes and natural frequencies - Vibration of rods and bars - Torsional vibration | |
| 15. | |
6. Distributed-Parameter Systems | - Bending vibration of a beam | |
대구광역시 동구 동내로 64(동내동 1119) 우)41061
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