Page 132 - 捷運技術 第30期
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                             T R ANS I MS S I BI LI TY  I  1

                                                                                    Damping Ratio = 100%

                               0.1                                                  Damping Ratio = 50%
                                                                                    Damping Ratio = 20%
                                                                                    Damping Ratio = 10%
                                                                                    Damping Ratio = 5%
                               0.01                                                 Damping Ratio = 1%
                                                                    √ 2
                                   0.01            0.1             1               10
                                     FORCING FREQUENCY / NATURAL FREQUENCY

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