Dynamic Responses of Simply Supported Girder Bridges to Moving Vehicular Loads Based on Mathematical Methods

Table 7

Range analysis of numerical simulations without interaction.

Index
DLA	0.202	0.173	0.106	0.088	0.101	0.033	0.127	0.186	0.062	0.068	0.154	0.060
(m/s^2)	0.486	0.536	0.249	0.189	0.121	0.090	0.112	0.319	0.154	0.315	0.119	0.426
(m/s^2)	1.175	0.322	0.368	0.285	0.162	0.427	1.331	0.993	0.232	0.420	0.204	0.598