Research Article
Closure Scheme Analysis of 3 × 70 m Bearingless Integral Rigid Frame Bridge of Fuzhou Xiamen High-Speed Railway
Table 5
Maximum stress difference of the beam element in the closure process of different closure schemes (MPa).
| Construction scheme | Statistical number of beam element stress | SA4-1-1 | SA4-1-2 | SA4-1-3 | SA4-2-1 | SA4-2-2 | SA4-2-3 | SA4-3-1 | SA4-3-2 | SA4-3-3 | SA5-1-1 | SA5-1-2 | SA5-1-3 | A5-2-1 | A5-2-2 |
| | 0.04 | 1.04 | 0.04 | 0.29 | 0.48 | 0.78 | 0.25 | 0.25 | 0.06 | 0.05 | 0.31 | 0.05 | 0.13 | 0.57 |
|
|