Research Article
Nonlinear Pounding Analysis of Multispan and Simply Supported Beam Bridges Subjected to Strong Ground Motions
Table 6
Moment of pier bottom (
).
| | Bearing stiffness (N/m) | 1# | 2# | 3# | 4# | 5# |
| | 0.8 × 106 | 6.93 × 106 | 7.38 × 108 | 6.32 × 108 | 7.45 × 108 | 7.88 × 108 | | 0.9 × 106 | 7.20 × 106 | 7.38 × 108 | 6.32 × 108 | 7.45 × 108 | 7.43 × 108 | | 1.0 × 106 | 7.39 × 106 | 7.38 × 108 | 6.32 × 108 | 7.45 × 108 | 7.43 × 108 | | 1.1 × 106 | 6.92 × 106 | 7.38 × 108 | 6.32 × 108 | 7.44 × 108 | 7.02 × 108 | | 1.2 × 106 | 6.92 × 106 | 7.38 × 108 | 6.41 × 108 | 7.44 × 108 | 7.02 × 108 | | 1.3 × 106 | 6.91 × 106 | 7.38 × 108 | 6.69 × 108 | 7.44 × 108 | 7.02 × 108 | | 1.4 × 106 | 6.91 × 106 | 7.38 × 108 | 6.34 × 108 | 7.44 × 108 | 7.01 × 108 | | 1.5 × 106 | 6.91 × 106 | 7.37 × 108 | 7.17 × 108 | 7.44 × 108 | 7.01 × 108 |
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