Research Article
A Deflection-Based Bridge Diagnosis Method
Table 3
A (0.95, 0.95)–DC graph of the MaSangXi grand bridge.
| | | | | | | | | | | | | | | | | | | | | | | |
| | | .986 .998 | | | .942 .985 | .923 .972 | .867 .946 | | | | | −.954−.899 | −.964−.919 | | | .891 .965 | | | .928.970 | .926.964 | | | | | | | | .919 .971 | .870 .949 | | | | | | −.952−.902 | −.974 −.926 | | | .902 .961 | | | .937.979 | .944.976 | | | | | | | .952 .979 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .941 .986 | .916 .965 | | | | | −.954−.870 | −.933−.857 | | | | −.921−.835 | | .858.948 | .848.935 | | | | | | | | | . | .945 .979 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .979 .996 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .987.999 | | | | .941.977 | .909 .981 | −.959−.893 | −.942−.880 | | | | | | | | | | | | | | | | | | | | .910.967 | .905 .973 | −.953−.892 | −.964−.890 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .788 .868 | | | | | | | | | | | | | | | | | | | | | | | | | | .937.977 | .955.986 | | | | | | | | | | | | | | | | | | | | | .915 .986 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | .985.999 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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