Mathematical Problems in Engineering / 2018 / Article / Tab 1

Research Article

Tensioning-Phase Box Girder Deformation Prediction Model Based on Ant Colony Algorithm and Residual Correction

Table 1

Vertical deformation of the measuring points under different tensioning phases.

Measured pointsDistance from 57#pier center L/mVertical deformation W/mm
630kN1,155kN1,365kN1,575kN1,785kN

C137.5-9.13-8.48-7.73-7.45-6.31
C2105.017.7721.7622.8224.3927.79
C3135.035.8244.6547.2550.9252.25
C4165.017.7720.2122.6625.3927.12
C5225.04.587.539.359.8610.97
C6255.020.6133.2735.1137.8737.87
C7285.07.3812.1813.0114.9516.84
C8345.07.557.968.238.9410.48
C9375.017.7323.6926.5730.8432.51
C10405.09.1011.7513.5815.2116.99
C11465.07.569.279.7611.5412.18
C12495.016.1121.3123.8227.8129.44
C13525.05.547.528.1510.1511.66
C14585.07.619.829.9910.3510.38
C15615.018.9824.7627.1730.4932.11
C16645.07.038.168.539.069.25
C17705.08.0412.6413.3314.0216.45
C18735.016.4825.3428.7731.4833.20
C19765.04.188.059.6810.0311.45
C20825.011.9215.0615.3716.7317.88
C21855.025.3033.2737.1542.7845.18
C22885.011.0516.2917.8819.4521.57
C23952.56.097.838.068.248.26