Research Article
A Deflection-Based Bridge Diagnosis Method
Table 2
A (0.90, 0.95) –DC graph of the MaSangXi grand bridge.
| | | | | | | | | | | | | | | | | | | | | | | |
| | | .982 .999 | | | .935 .985 | .915 .976 | .864 .948 | | | | | −.954−.891 | −.967−.915 | | | .883 .967 | | | .923.970 | .930.974 | | | | | | | | .913 .974 | .884 .962 | | | | | | −.964−.907 | −.972−.924 | | | .908 .979 | | | .936.978 | .938.976 | | | | | | | .950 .980 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .935 .983 | .920 .968 | | | | | −.943−.851 | −.947−.860 | | | | −.931−.833 | | .845.943 | .848.946 | | | | | | | | | . | .938 .980 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .977 .994 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .984.998 | | | | .938.980 | .891 .977 | −.957−.883 | −.953−.869 | | | | | | | | | | | | | | | | | | | | .915.971 | .887 .974 | −.965−.898 | −.963−.884 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .770 .857 | | | | | | | | | | | | | | | | | | | | | | | | | | .937.980 | .947.987 | | | | | | | | | | | | | | | | | | | | | .902 .986 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .984.999 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
|
|
