Dynamic Responses of Continuous Girder Bridges with Uniform Cross-Section under Moving Vehicular Loads

Table 13

Results of numerical simulation with interaction.

Run	(Hz)			(m/s^2)	(m/s^2)	(m/s^2)
1	7.40	1.212	1.123	0.2164	0.0981	1.6398
2	6.34	1.170	1.163	0.0726	0.0651	1.6830
3	3.73	1.259	1.583	0.0565	0.1310	1.4709
4	3.20	1.192	1.181	0.0802	0.1128	1.2788
5	5.15	1.184	1.149	0.1469	0.0606	1.2814
6	4.95	1.279	1.363	0.0505	0.0857	1.8366
7	3.25	1.195	1.629	0.0770	0.1351	1.6609
8	3.12	1.245	1.783	0.0932	0.1486	1.3401
9	6.61	1.504	1.410	0.3277	0.1753	3.2438
10	5.67	1.355	1.421	0.1105	0.1190	3.2590
11	4.17	1.343	1.426	0.1617	0.2024	2.4870
12	3.57	1.496	2.011	0.2926	0.3618	3.2189
13	5.76	1.638	1.404	0.2203	0.2013	3.4707
14	5.53	1.299	1.488	0.1322	0.1227	2.7466
15	2.90	1.357	3.016	0.1019	0.3588	2.9297
16	2.79	1.685	2.495	0.2080	0.3878	2.8570