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Direct Numerical Integration Methods ———  361

                               0.700000        1.971567        4.523624
                               0.750000        2.196426        4.454170
                               0.800000        2.415222        4.279150
                               0.850000        2.622401        3.988046
                               0.900000        2.811982        3.574682
                               0.950000        2.977828        3.039377
                               1.000000        3.114021        2.390700
                               1.050000        3.215294        1.646314
                               1.100000        3.277487        0.832466
                               1.150000        3.297926      –0.018051
                               1.200000        3.275671      –0.869257
                               1.250000        3.211578      –1.686035
                               1.300000        3.108154      –2.438054
                               1.350000        2.969237      –3.102755
                               1.400000        2.799563      –3.666911
                               1.450000        2.604294      –4.126654
                               1.500000        2.388573      –4.486248
                               1.550000        2.157169      –4.756089
                               1.600000        1.914225      –4.950445
                               1.650000        1.663116      –5.085340
                               1.700000        1.406414      –5.176825
                               1.750000        1.145909      –5.239713
                               1.800000        0.882705      –5.286762
                               1.850000        0.617325      –5.328190
                               1.900000        0.349853      –5.371441

                                       4

                                       3
                                       2 1

                                     Displacement(m)  –1

                                       0




                                      –2

                                      –3

                                      –4
                                        0   0.5  1   1.5   2   2.5  3   3.5   4   4.5  5
                                                             Time(s)
                                                   Fig. E6.10 MATLAB output
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