An Adjustment Method for the Suspender Tension of CFSTTTHAB Based on Influence Matrix of Single Suspender

Table 4

Value comparison between measured and designed suspender tension at completion state.

Number of suspenders	Measured suspender tension after closure (kN)		Designed suspender tension at completion state (kN)	Relative difference
	Upstream	Downstream		Upstream (%)	Downstream (%)
1	463.8	450.3	442.7	4.76	1.71
2	477.2	479.5	453.0	5.33	5.85
3	615.1	591.4	580.9	5.89	1.82
4	515.6	525.1	519.4	−0.74	1.09
5	489.7	514.7	496.8	−1.43	3.60
6	471.5	466.7	489.6	−3.70	−4.67
7	486.0	482.6	490.3	−0.88	−1.58
8	463.2	465.0	492.0	−5.86	−5.48
9	496.8	479.3	492.7	0.84	−2.72
10	506.8	501.4	492.4	2.92	1.83
11	521.7	498.6	491.3	6.19	1.49
12	462.6	484.9	491.1	−5.81	−1.26
13	495.3	493.7	493.4	0.38	0.06
14	488.8	475.7	495.2	−1.28	−3.94
15	478.1	488.6	495.6	−3.52	−1.40
16	475.6	471.4	492.9	−3.51	−4.35
17	463.3	478.1	485.1	−4.49	−1.43
18	477.5	465.4	478.0	−0.11	−2.63
19	461.8	486.9	485.1	−4.80	0.37
20	501.1	494.5	492.9	1.66	0.32
21	474.2	480.5	495.6	−4.32	−3.04
22	470.7	485.0	495.2	−4.94	−2.07
23	480.1	495.8	493.4	−2.69	0.49
24	490.0	474.1	491.1	−0.23	−3.47
25	499.4	476.5	491.3	1.65	−3.02
26	508.8	497.8	492.4	3.33	1.09
27	478.9	468.4	492.7	−2.80	−4.92
28	468.3	482.2	492.0	−4.82	−2.00
29	492.3	500.1	490.3	0.40	2.00
30	475.3	487.5	489.6	−2.92	−0.44
31	472.5	469.4	496.8	−4.88	−5.52
32	507.4	508.0	519.4	−2.31	−2.19
33	574.8	602.0	580.9	−1.05	3.62
34	469.5	478.1	453.0	3.63	5.53
35	462.3	470.6	442.7	4.42	6.31