Dynamic Response Analysis of the Floor Structure under Random Crowd Excitation

Table 3

Verifications of pedestrians standing on the footbridge.

Pedestrians	Test value [34]		SDOF model		Present
	0	4.440	0.60	4.440	0.60	4.440	0.60
3	4.363	1.35	4.359	1.47	4.360	1.46
6	4.259	2.30	4.265	2.62	4.282	2.46
10	4.175	2.60	4.174	3.40	4.237	3.04