Research Article
Shaking Table Tests on Wrap Rope Connect Device for Continuous-Beam Bridges with Different Pier Heights
Table 3
Maximum displacement for different frequency spectra (cm).
| | Peak acceleration (g) | Location | El centro (II) | Tianjin (IV) | | Without WRCD | With WRCD-1C | With WRCD-2C | With WRCD-3C | Without WRCD | With WRCD-1C | With WRCD-2C | With WRCD-3C |
| | 0.8 | P1 | 0.212 | 2.258 | 3.570 | 2.589 | 0.610 | 3.552 | 5.570 | 6.696 | | P2 | 31.640 | 14.406 | 12.306 | 13.019 | 54.002 | 38.696 | 30.552 | 33.154 | | P3 | 4.046 | 5.649 | 5.777 | 7.202 | 6.603 | 11.464 | 16.963 | 19.076 |
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