Research Article
Shaking Table Tests on Wrap Rope Connect Device for Continuous-Beam Bridges with Different Pier Heights
Table 2
Maximum acceleration for different frequency spectra (g).
| | 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 | 2.791 | 1.551 | 1.997 | 2.346 | 2.493 | 1.671 | 1.943 | 1.837 | | P2 | 0.292 | 0.331 | 0.446 | 0.378 | 0.441 | 0.502 | 0.615 | 0.844 | | P3 | 2.566 | 1.600 | 1.743 | 2.930 | 3.207 | 1.318 | 1.709 | 2.879 |
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