Table 3 Configuration of safety monitoring parameter acquisition.

From: Research on safety condition assessment methodology for single tower steel box girder suspension bridges over the sea based on improved AHP-fuzzy comprehensive evaluation

Sensor type

Sampling frequency

Unit

Daily data volume

Strain measurement point

20 Hz

\(\mathrm{\mu \varepsilon }\)

1,728,000

Acceleration measurement point

10 Hz

mm/s2

864,000

Deflection measurement point

10 min/time

mm

144

Temperature measurement point

15 min/time

°C

96

Total daily data volume for the entire bridge

Approximately260,000