Research Article
Structural Condition Assessment and Temperature Effect Analysis of Cable–Pylon Anchorage Zone Using Long-Term SHM Data
Table 2
Parameters and coefficients of determination.
| Monitoring point number | | | | |
| UW100 | 1.71 | 4.94 | −222.4 | 0.847 | UW270 | 0.73 | −1.14 | 60.39 | 0.899 | UW500 | −8.27 | 0.40 | −336.7 | 0.508 | UW740 | 21.73 | 6.87 | −397.5 | 0.959 | DW260 | 2.39 | 1.28 | 14.9 | 0.705 | DW500 | 0.85 | −0.01 | 16.0 | 0.841 | DW730 | 1.79 | −1.04 | 10.2 | 0.923 | DW910 | 1.60 | −3.10 | −17.7 | 0.939 |
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