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)

114.82 1.431 2.436 0.2499 0.7623 3.4869
216.57 1.156 2.574 0.3564 1.1550 2.9201
318.16 1.275 2.317 0.2758 0.8258 3.0941
48.85 1.302 1.107 0.3288 0.2249 4.1458
59.90 1.523 1.775 0.1865 0.1588 4.8916
610.84 1.287 1.283 0.2236 0.1858 2.6550
75.31 1.772 1.600 0.0899 0.1211 3.9578
85.94 1.175 1.045 0.1257 0.1683 3.0282
96.50 1.429 1.515 0.1237 0.1288 2.3746
104.21 1.218 1.751 0.2646 0.1737 2.7197
114.70 1.489 2.152 0.1145 0.1109 3.7590
125.15 1.719 1.661 0.1441 0.0963 4.5308
134.60 1.326 1.380 0.0784 0.1045 2.1844
145.14 1.685 1.699 0.1005 0.1617 4.4917
155.63 1.323 1.329 0.1537 0.1436 2.7863
164.01 1.434 1.520 0.2780 0.1964 2.5608
174.49 1.491 1.815 0.1407 0.1176 3.6745
184.91 1.412 1.264 0.1521 0.1462 2.6360
192.42 1.293 1.190 0.0866 0.2490 2.5880
202.71 1.413 1.649 0.1057 0.2816 2.7028
212.96 1.522 2.226 0.0794 0.3196 3.0362
222.61 1.979 1.949 0.3605 0.4664 3.6195
232.92 1.319 2.116 0.3079 0.4740 2.9401
243.20 1.886 2.257 0.1505 0.2254 2.8719
252.53 1.818 1.965 0.4168 0.2730 2.1650
262.82 1.904 1.214 0.2497 0.2277 2.0962
273.09 2.981 2.232 0.5926 0.3882 3.7986