Dynamic Responses of Simply Supported Girder Bridges to Moving Vehicular Loads Based on Mathematical Methods

Table 6

Results of numerical simulations without interaction.

Run	(Hz)	DLA	(m/s^2)	(m/s^2)
1	5.59	1.183	0.3867	2.3001
2	6.25	1.133	0.7283	3.2982
3	6.84	1.168	0.7333	2.4512
4	3.20	1.345	1.4651	3.1712
5	3.58	1.268	0.7086	2.5815
6	3.92	1.120	0.4376	1.6981
7	2.03	1.312	0.8765	3.8239
8	2.27	1.095	0.6762	1.5517
9	2.49	1.365	0.5886	1.9558
10	4.56	1.194	0.6982	2.5255
11	5.10	1.335	0.5796	3.9891
12	5.59	1.290	0.3568	2.5697
13	3.58	1.249	0.6848	2.8135
14	4.00	1.426	1.0353	4.9386
15	4.38	1.252	1.0250	2.6898
16	2.22	1.194	1.5957	2.9421
17	2.49	1.217	1.0797	2.7304
18	2.72	1.575	1.3255	2.7280
19	5.00	1.244	0.8916	2.7037
20	5.59	1.236	0.9152	4.0151
21	6.12	1.269	0.7024	5.5762
22	2.92	1.482	1.6800	3.9525
23	3.27	1.381	1.2634	2.6892
24	3.58	1.351	0.8484	3.6659
25	2.49	1.361	1.0922	2.9921
26	2.78	1.439	1.3170	2.4652
27	3.05	2.047	2.2685	5.3437