Advances in Bridge Engineering

Table 2 Comparison between experimental results and two calculation results

From: Pedestrian-induced footbridge vibration response based on a simple beam analytical method

Crowd density/	a_max/m·s⁻²			a_rms/m·s^− 2
P/m²	experimental results	Formula (14)	numerical solution	experimental results	Formula (14)	numerical solution
0.2	0.415	0.436	0.377	0.229	0.241	0.206
0.4	0.527	0.562	0.512	0.281	0.314	0.268
0.6	0.603	0.639	0.596	0.364	0.377	0.345

Back to article page