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

Table 10

Range analysis of numerical simulations considering interaction.

Index
DLA	0.101	0.063	0.009	0.285	0.027	0.012	0.009	0.021	0.008	0.002	0.006	0.019	0.111
(m/s^2)	0.222	0.117	0.013	0.607	0.053	0.010	0.018	0.013	0.001	0.001	0.036	0.014	0.099
(m/s^2)	0.640	0.350	0.039	0.545	0.063	0.171	0.048	0.050	0.029	0.009	0.112	0.068	0.636