Research Article
Shaking Table Tests on Wrap Rope Connect Device for Continuous-Beam Bridges with Different Pier Heights
Table 4
Maximum strain for different frequency spectra (με).
| | 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 | 129.40 | 291.76 | 369.27 | 358.90 | 148.93 | 382.09 | 527.36 | 746.48 | | P2 | 2554.40 | 1566.80 | 943.02 | 970.49 | 3690.30 | 1980.65 | 1557.05 | 1785.33 | | P3 | 223.40 | 299.08 | 310.68 | 317.39 | 313.73 | 543.84 | 777.01 | 947.30 |
|
|
