Table 2 Comparison of measured data and calculated data of the system.
From: Development of a monitoring system for disassembled towers with internal suspension poles
Parameter | Actual value | Monitoring value | Relative error/% |
|---|---|---|---|
Cable tension | 5.85 kN | 6.02 kN | 2.91 |
Lifting rope tension | 21.34 kN | 20.47 kN | − 4.08 |
Derrick inclination | 4.7° | 4.9° | 4.26 |
Derrick height | 38.48 m | 40.1 m | 4.21 |
Tower material height | 18.48 m | 19.89 m | 7.63 |
The distance between the derrick and the assembled tower | 3.24 m | 3.56 m | 9.88 |
