| | Cable number | Measured frequency in this paper (Hz) | Calculation results of cable force (kN) | Calculation results of Weixin and Gang [6] (kN) | | Fundamental frequency | 2nd order | String model | Beam model | Yi-Fan and Shuan-Hai [5] | Sag | Bending stiffness |
| | S1 | 1.563 | 3.027 | 6,121.10 | 6,116.42 | / | 1,530.27 | 6,113.05 | | S2 | 1.758 | 3.516 | 5,518.45 | 5,515.73 | 5,677.61 | 1,379.61 | 5,512.63 | | S3 | 2.051 | 4.004 | 5,336.29 | 5,334.51 | 5,070.48 | 1,334.07 | 5,331.66 | | S4 | 2.441 | 4.785 | 4,929.83 | 4,928.58 | 4,656.24 | 1,232.46 | 4,926.10 | | S5 | 3.027 | 5.957 | 4,691.70 | 4,690.77 | 4,399.04 | 1,127.93 | 4,688.56 | | S6 | 3.809 | 7.813 | 4,469.77 | 4,469.05 | 4,399.48 | 1,117.44 | 4,468.08 | | S7 | 5.260 | 10.024 | 4,446.90 | 4,446.33 | 4,102.98 | 1,111.72 | 4,444.51 | | Cable number | Theoretical cable force (kN) | Calculation results of Zui et al. [7] (kN) | Calculation results of Shao-Ping et al. [8] (kN) | Calculation results of Xu-Dong et al. [9] (kN) | Calculation results of Jianfei [10] (kN) | | Fundamental frequency | 2nd order | Fundamental frequency | 2nd order | | S1 | 4,031 | 5,883.14 | / | 6,308.96 | 5,912.20 | 6,121.07 | / | | S2 | 4,068 | 5,346.28 | 5,628.48 | 5,423.08 | 5,515.73 | 5,518.44 | 5,854.71 | | S3 | 4,105 | 5,199.55 | 5,032.4 | 5,392.83 | 5,334.51 | 5,336.28 | 5,212.28 | | S4 | 4,143 | 4,819.61 | 4,628.05 | 4,994.48 | 4,928.58 | 4,929.83 | 4,778.39 | | S5 | 4,178 | 4,599.11 | 4,379.98 | 4,765.53 | 4,690.77 | 4,691.7 | 4,510.85 | | S6 | 4,196 | 4,390.42 | 4,390.54 | 4,469.77 | 4,469.05 | 4,469.76 | 4,510.9 | | S7 | 4,219 | 4,376.37 | 4,101.49 | 4,539.3 | 4,446.33 | 4,446.9 | 4,208.32 |
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