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No°­ÀÇ¸í°­ÀÇ¿µ»ó°­Àǽð£Ã·ºÎÆÄÀÏ
1°­ Áøµ¿ÇÐ OT(°­ÀÇ ¼Ò°³ ¿µ»ó) 31ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
2°­ Harmonic Vibration (Sine Wave) 40ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
3°­ Harmonic Vibration (Sine Wave) w/ MATLAB 22ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
4°­ Harmonic Vibration (Euler-Relation) w/ MATLAB 48ºÐ ÷ºÎÆÄÀÏ
5°­ Harmonic Vibration with Viscous Damping (Underdamped Motion) 65ºÐ
6°­ Harmonic Vibration with Viscous Damping (Overdamped, Critically Damped Motion) w/ MATLAB 47ºÐ
7°­ Harmonic Excitation of Undamped Systems (Forced Vibration) 48ºÐ
8°­ Harmonic Excitation of Damped Systems 1 62ºÐ
9°­ Harmonic Excitation of Damped Systems 2 43ºÐ
10°­ Base Excitation 1 52ºÐ
11°­ Base Excitation 2 23ºÐ
12°­ Rotating Unbalanced 38ºÐ
13°­ Energy Method (Euler-Lagrange) 40ºÐ
14°­ Áß°£°í»ç ´ëºñ ¹®Á¦Ç®ÀÌ 1 37ºÐ
15°­ Áß°£°í»ç ´ëºñ ¹®Á¦Ç®ÀÌ 2 60ºÐ
16°­ Two-Degree-of-Freedom Model (Undamped) 1 40ºÐ
17°­ Two-Degree-of-Freedom Model (Undamped) 2 64ºÐ
18°­ Two-Degree-of-Freedom Model (Undamped, Modal Analysis) 1 38ºÐ
19°­ Two-Degree-of-Freedom Model (Undamped, Modal Analysis) 2 47ºÐ
20°­ Two-Degree-of-Freedom Model (Undamped, Modal Analysis) w/ MATLAB 48ºÐ
21°­ Two-Degree-of-Freedom Model (Undamped, Rigid-Body Modes) 36ºÐ
22°­ Three-Degree-of-Freedom Model (Undamped) 61ºÐ
23°­ Connectivity Matrix 55ºÐ
24°­ Mode Summation Method (Undamped) 30ºÐ
25°­ Two-Degree-of-Freedom Model (with Damping) 29ºÐ
26°­ String Problem 64ºÐ
27°­ Bar Problem 41ºÐ
28°­ Beam Problem (Euler-Bournoulli Beam Theory) 67ºÐ
29°­ Torsional Vibration 36ºÐ
30°­ Boundary Conditions and Mode Shapes 31ºÐ