Research Article
Full-Scale Experimental Investigation of the Static and Dynamic Stiffness of Prestressed Concrete Girders
Table 8
Dynamic stiffness of the test girders under different damage conditions.
| Girder | Damage degree | (Hz) | | (%) |
| Z1 | D0/LC0 | 3.613 | 1.210 | 0 | D1/LC1 | 3.516 | 1.146 | 5.3 | D2/LC2 | 3.418 | 1.083 | 10.6 | D3/LC3 | 3.320 | 1.022 | 15.6 | D4/LC4 | 3.320 | 1.022 | 15.6 |
| Z2 | D0/LC0 | 3.516 | 1.146 | 0 | D1/LC1 | 3.418 | 1.083 | 5.6 | D2/LC2 | 3.320 | 1.022 | 10.9 | D3/LC3 | 3.223 | 0.963 | 15.9 | D4/LC4 | 3.223 | 0.963 | 15.9 |
| B1 | D0/LC0 | 3.516 | 1.146 | 0 | D1/LC1 | 3.418 | 1.083 | 5.6 | D2/LC2 | 3.320 | 1.022 | 10.9 | D3/LC3 | 3.223 | 0.963 | 15.9 | D4/LC4 | 3.223 | 0.963 | 15.9 |
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