Research Article
Replacement of Cable Stays in Yonghe Bridge in Tianjin, China
Table 2
Final cable adjustment scheme in Yonghe Bridge.
| Construction sequence | Stay number | Cable force increment (kN) | Construction sequence | Stay number | Cable force increment (kN) |
| Step 1 | SC9′ | 482 | Step 8 | SC11 | 343 | NC9′ | 677 | NC11 | 347 | Step 2 | SC10′ | 605 | Step 9 | SC7 | 240 | NC10′ | 836 | SC4′ | 259 | Step 3 | SC11′ | 601 | Step 10 | SC8′ | 202 | NC11′ | 617 | SC8 | 266 | Step 4 | SC8′ | 735 | NC8 | 151 | SC8 | 652 | NC8′ | 186 | NC8 | 450 | Step 11 | SC7′ | 140 | NC8′ | 681 | SC9 | 229 | Step 5 | SC6′ | 700 | NC6 | 120 | SC6 | 748 | NC7′ | 120 | NC6 | 548 | Step 12 | SC6′ | 150 | NC6′ | 640 | SC6 | 150 | Step 6 | SC7′ | 595 | NC6′ | 150 | NC7′ | 658 | Step 13 | NC4′ | 184 | Step 7 | SC5′ | 400 | SC1 | 291 | SC5 | 206 | Step 14 | SC2 | −137 | NC5 | 200 | NC5′ | 192 |
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Note. A positive value shows an stressing increment, while a negative value shows a loosening increment.
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