Determining Time Variation of Cable Tension Forces in Suspended Bridges Using Time-Frequency Analysis

Table 4

Peak force (kN) change results.

Cable set	Cable number				Average of the peak change (kN)	Maximum total change (kN)
	1	2	3	4
L5	—	—	9.061	7.442	8.251	33.006
L6	7.024	5.978	9.524	9.759	8.074	32.294
L7	9.141	8.963	9.648	8.020	8.945	35.781