Research Article
Dynamic Responses of Continuous Girder Bridges with Uniform Cross-Section under Moving Vehicular Loads
Table 9
Results of numerical simulation without interaction.
| Run | (Hz) | | | (m/s2) | (m/s2) | (m/s2) |
| 1 | 14.82 | 1.431 | 2.436 | 0.2499 | 0.7623 | 3.4869 | 2 | 16.57 | 1.156 | 2.574 | 0.3564 | 1.1550 | 2.9201 | 3 | 18.16 | 1.275 | 2.317 | 0.2758 | 0.8258 | 3.0941 | 4 | 8.85 | 1.302 | 1.107 | 0.3288 | 0.2249 | 4.1458 | 5 | 9.90 | 1.523 | 1.775 | 0.1865 | 0.1588 | 4.8916 | 6 | 10.84 | 1.287 | 1.283 | 0.2236 | 0.1858 | 2.6550 | 7 | 5.31 | 1.772 | 1.600 | 0.0899 | 0.1211 | 3.9578 | 8 | 5.94 | 1.175 | 1.045 | 0.1257 | 0.1683 | 3.0282 | 9 | 6.50 | 1.429 | 1.515 | 0.1237 | 0.1288 | 2.3746 | 10 | 4.21 | 1.218 | 1.751 | 0.2646 | 0.1737 | 2.7197 | 11 | 4.70 | 1.489 | 2.152 | 0.1145 | 0.1109 | 3.7590 | 12 | 5.15 | 1.719 | 1.661 | 0.1441 | 0.0963 | 4.5308 | 13 | 4.60 | 1.326 | 1.380 | 0.0784 | 0.1045 | 2.1844 | 14 | 5.14 | 1.685 | 1.699 | 0.1005 | 0.1617 | 4.4917 | 15 | 5.63 | 1.323 | 1.329 | 0.1537 | 0.1436 | 2.7863 | 16 | 4.01 | 1.434 | 1.520 | 0.2780 | 0.1964 | 2.5608 | 17 | 4.49 | 1.491 | 1.815 | 0.1407 | 0.1176 | 3.6745 | 18 | 4.91 | 1.412 | 1.264 | 0.1521 | 0.1462 | 2.6360 | 19 | 2.42 | 1.293 | 1.190 | 0.0866 | 0.2490 | 2.5880 | 20 | 2.71 | 1.413 | 1.649 | 0.1057 | 0.2816 | 2.7028 | 21 | 2.96 | 1.522 | 2.226 | 0.0794 | 0.3196 | 3.0362 | 22 | 2.61 | 1.979 | 1.949 | 0.3605 | 0.4664 | 3.6195 | 23 | 2.92 | 1.319 | 2.116 | 0.3079 | 0.4740 | 2.9401 | 24 | 3.20 | 1.886 | 2.257 | 0.1505 | 0.2254 | 2.8719 | 25 | 2.53 | 1.818 | 1.965 | 0.4168 | 0.2730 | 2.1650 | 26 | 2.82 | 1.904 | 1.214 | 0.2497 | 0.2277 | 2.0962 | 27 | 3.09 | 2.981 | 2.232 | 0.5926 | 0.3882 | 3.7986 |
|
|