Table 2 Design parameters of cables
From: Longitudinal damage of cable-stayed bridges subjected to near-fault ground motion pulses
No. | A (m2) | F0 (kN) | Fu (kN) | No. | A (m2) | F0 (kN) | Fu (kN) |
|---|---|---|---|---|---|---|---|
C1 | 4.20 × 10− 3 | 2034.3 | 7014.0 | C10 | 5.81 × 10− 3 | 2768.5 | 9702.7 |
C2 | 3.50 × 10− 3 | 1724.2 | 5845.0 | C11 | 5.81 × 10−3 | 2934.5 | 9702.7 |
C3 | 3.50 × 10−3 | 1836.8 | 5845.0 | C12 | 5.81 × 10−3 | 3112.9 | 9702.7 |
C4 | 4.20 × 10−3 | 1947.1 | 7014.0 | C13 | 7.20 × 10−3 | 3240.4 | 12,024.0 |
C5 | 4.20 × 10−3 | 2079.4 | 7014.0 | C14 | 7.20 × 10− 3 | 3423.9 | 12,024.0 |
C6 | 4.89 × 10− 3 | 2199.1 | 8166.3 | C15 | 7.20 × 10− 3 | 3631.9 | 12,024.0 |
C7 | 4.89 × 10− 3 | 2331.3 | 8166.3 | C16 | 8.12 × 10−3 | 3835.0 | 13,560.4 |
C8 | 4.89 × 10−3 | 2459.4 | 8166.3 | C17 | 8.12 × 10−3 | 4129.9 | 13,560.4 |
C9 | 5.81 × 10−3 | 2602.6 | 9702.7 | ||||