Research Article
Dynamic Responses of Continuous Girder Bridges with Uniform Cross-Section under Moving Vehicular Loads
Table 10
Range analysis of numerical simulation without interaction.
| Index | B | C | D | E | F | G | H | I | J | K | L | M |
| | 0.418 | 0.322 | 0.256 | 0.247 | 0.187 | 0.070 | 0.328 | 0.164 | 0.281 | 0.244 | 0.079 | 0.049 | | 0.248 | 0.421 | 0.513 | 0.369 | 0.132 | 0.265 | 0.309 | 0.284 | 0.139 | 0.187 | 0.179 | 0.161 | (m/s2) | 0.103 | 0.055 | 0.175 | 0.099 | 0.052 | 0.037 | 0.015 | 0.063 | 0.088 | 0.047 | 0.031 | 0.074 | (m/s2) | 0.276 | 0.245 | 0.299 | 0.240 | 0.044 | 0.046 | 0.047 | 0.084 | 0.093 | 0.015 | 0.016 | 0.090 | (m/s2) | 0.526 | 0.477 | 0.401 | 0.309 | 0.342 | 0.141 | 1.099 | 0.640 | 0.457 | 0.595 | 0.394 | 0.083 |
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