Influence of Fluid Viscous Damper on the Dynamic Response of Suspension Bridge under Random Traffic Load

Table 5

Peak values of bridge dynamic response.

	(m)	(m)	(kN·m)	(m)	(m/s^2)	(kN·m)	(kN)
Minimum value	0.3931	1.8845	1157	0.1554	0.010	170548	391.65
Maximum value	0.5741	4.2352	1246	0.1586	0.0143	171652	397.15
Without damper	0.5926	4.4561	1246	0.1586	0.0146	171481	397.25
Maximum control efficiency	33.67	57.71	7.14	2.02	31.51	0.54	1.41