Dynamic Response Analysis of the Floor Structure under Random Crowd Excitation

Table 5

Acceleration response intervals of the floor with 95% guarantee rate.

Mode	No. of pedestrians	Maximum acceleration (m/s^2)		Maximum 1 s-RMS (m/s^2)
		95 guarantee rates	Mean	95 guarantee rates	Mean
T7	2	[0.087, 0.245]	0.160	[0.047, 0.156]	0.092
	4	[0.101, 0.267]	0.167	[0.052, 0.166]	0.097
	6	[0.107, 0.375]	0.222	[0.056, 0.216]	0.124
	8	[0.128, 0.408]	0.232	[0.064, 0.252]	0.131
	10	[0.127, 0.424]	0.241	[0.056, 0.229]	0.132
T8	2	[0.061, 0.259]	0.139	[0.034, 0.144]	0.081
	4	[0.074, 0.313]	0.177	[0.046, 0.175]	0.104
	6	[0.125, 0.378]	0.207	[0.053, 0.248]	0.115
	8	[0.12, 0.394]	0.214	[0.051, 0.246]	0.12
	10	[0.117, 0.424]	0.217	[0.059, 0.287]	0.12