Research Article
Nonlinear Pounding Analysis of Multispan and Simply Supported Beam Bridges Subjected to Strong Ground Motions
Table 5
Shearing force of pier bottom (N).
| Bearing stiffness (N/m) | 1# | 2# | 3# | 4# | 5# |
| 0.8 × 106 | 7.276 × 107 | 7.276 × 107 | 6.682 × 107 | 7.924 × 107 | 7.404 × 107 | 0.9 × 106 | 7.275 × 107 | 7.275 × 107 | 6.677 × 107 | 7.924 × 107 | 7.404 × 107 | 1.0 × 106 | 7.935 × 107 | 7.935 × 107 | 6.674 × 107 | 7.923 × 107 | 7.403 × 107 | 1.1 × 106 | 7.273 × 107 | 7.273 × 107 | 6.675 × 107 | 7.921 × 107 | 7.401 × 107 | 1.2 × 106 | 7.271 × 107 | 7.271 × 107 | 6.677 × 107 | 7.920 × 107 | 7.399 × 107 | 1.3 × 106 | 7.268 × 107 | 7.268 × 107 | 6.680 × 107 | 7.919 × 107 | 7.394 × 107 | 1.4 × 106 | 7.266 × 107 | 7.266 × 107 | 6.684 × 107 | 7.918 × 107 | 7.392 × 107 | 1.5 × 106 | 7.263 × 107 | 7.263 × 107 | 6.690 × 107 | 7.916 × 107 | 7.389 × 107 |
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