Relationship between the Dynamic Parameters of a Structure’s Vibration Process and the Loading Model Moving on a Bridge

Table 1

Deflection data and elongation with load , as the experimental velocity changes.

		Deflection (m)	Stress (N/m^2)
5,700	13	0.0056461	9.93 × 10^8
5,800	6	0.0052025	9.15 × 10^8
5,900	6	0.0052897	9.31 × 10^8
6,100	6	0.0054634	9.61 × 10^8
6,200	14	0.0066553	1.17 × 10^8
6,500	6	0.0058087	1.02 × 10^9
7,100	15	0.0071237	1.25 × 10^9
8,200	13	0.0080203	1.41 × 10^9
8,300	15	0.0083693	1.47 × 10^9
8,500	8	0.0079308	1.40 × 10^9
8,600	8	0.0080177	1.41 × 10^9
8,800	6	0.0086454	1.52 × 10^9
9,000	8	0.0083818	1.47 × 10^9
10,100	9	0.01011	1.78 × 10^9
10,200	8	0.0094648	1.67 × 10^9
10,300	9	0.010372	1.82 × 10^9
10,400	4	0.010212	1.80 × 10^9
10,500	5	0.010266	1.81 × 10^9
10,600	3	0.010262	1.81 × 10^9
10,900	16	0.010373	1.82 × 10^9
11,000	5	0.010795	1.90 × 10^9
11,200	5	0.010946	1.93 × 10^9