Research Article
Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments
Table 2
Detailed results of the statistical parameters for relevant joint connections.
| Joint | | | | | | |
| J18 | 4.21 | 0.108 | 0.023 | 0.055 | 0.097 | 13.47 | J19 | 4.66 | 0.109 | 0.022 | 0.053 | 0.096 | 14.60 | J25 | 29.35 | 0.103 | 0.010 | 0.028 | 0.059 | 54.90 | J29 | 0.71 | 0.123 | 0.061 | 0.116 | 0.175 | 3.40 | J31 | 4.60 | 0.105 | 0.027 | 0.068 | 0.117 | 13.11 | J33 | 7.46 | 0.104 | 0.022 | 0.059 | 0.105 | 18.24 | J36 | 10.39 | 0.106 | 0.021 | 0.057 | 0.101 | 22.74 | J41 | 32.34 | 0.112 | 0.021 | 0.035 | 0.060 | 39.63 | J45 | 32.34 | 0.112 | 0.019 | 0.032 | 0.055 | 41.03 | Mean | 13.94 | 0.106 | 0.017 | 0.042 | 0.077 | 28.67 | Median | 13.21 | 0.105 | 0.016 | 0.038 | 0.073 | 28.88 | | ā | 0.100 | 0.009 | 0.023 | 0.047 | 6.76 | | 28.65 | 0.111 | 0.025 | 0.057 | 0.102 | 49.07 |
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