Research Article
Dynamic Responses of Continuous Girder Bridges with Uniform Cross-Section under Moving Vehicular Loads
Table 14
Range analysis of numerical simulation with interaction.
| Index | A | D | A × D | B | A × B | D × B | E | C | A × C | D × C | H | B × C | I | J |
| | 0.242 | 0.044 | 0.026 | 0.016 | 0.005 | 0.004 | 0.027 | 0.004 | 0.005 | 0.030 | 0.034 | 0.112 | 0.130 | 0.043 | | 0.462 | 0.376 | 0.157 | 0.576 | 0.231 | 0.305 | 0.199 | 0.021 | 0.019 | 0.038 | 0.220 | 0.067 | 0.059 | 0.099 | (m/s2) | 0.095 | 0.036 | 0.021 | 0.026 | 0.019 | 0.008 | 0.023 | 0.034 | 0.016 | 0.018 | 0.008 | 0.103 | 0.033 | 0.026 | (m/s2) | 0.136 | 0.029 | 0.024 | 0.114 | 0.059 | 0.026 | 0.012 | 0.005 | 0.008 | 0.008 | 0.030 | 0.041 | 0.040 | 0.017 | (m/s2) | 1.503 | 0.020 | 0.031 | 0.240 | 0.067 | 0.103 | 0.011 | 0.004 | 0.017 | 0.145 | 0.241 | 0.032 | 0.310 | 0.088 |
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