Research Article
Damage Detection of Bridges Using Vibration Data by Adjoint Variable Method
Table 7
RPE of ADM method for model 2.
| Damage scenario | Speed parameter | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 |
| M2-1 | 0.0002 | 0.0002 | 0.0001 | 0.0009 | 0.0011 | 0.0034 | 0.0014 | 0.0007 | 0.0007 | M2-2 | 0.0006 | 0.0008 | 0.0004 | 0.0011 | 0.001 | 0.0014 | 0.0015 | 0.0012 | 0.0007 | M2-3 | 0.0005 | 0.0007 | 0.0097 | 0.001 | 0.0011 | 0.0013 | 0.0018 | 0.001 | 0.0007 | M2-4 | 0.0003 | 0.0003 | 0.0007 | 0.0013 | 0.0007 | 0.001 | 0.0012 | 0.0008 | 0.0011 | M2-5 | 0.001 | 0.001 | 0.0008 | 0.0009 | 0.001 | 0.001 | 0.0014 | 0.0007 | 0.0012 | M2-6 | 0.0007 | 0.0007 | 0.0007 | 0.0009 | 0.0011 | 0.0011 | 0.0011 | 0.0011 | 0.0011 |
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