Research Article

Life-Cycle Monitoring of Long-Span PSC Box Girder Bridges through Distributed Sensor Network: Strategies, Methods, and Applications

Table 5

Deflection analysis of test results (upstream side).

Load testMonitored
section
Total
deflection
(mm)
Elastic
deflection
(mm)
Theoretical
deflection
(mm)
Residual
deflection
(mm)
Check
coefficient
Relative residual
deformation (%)

Case 1B1−16.75−15.34−21.7−1.410.718.42
Case 3Z1−18.41−15.86−18.4−2.550.8613.85
Case 4Z2−45.63−42.13−58.5−3.500.727.67