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Advances in Civil Engineering
/
2024
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Article
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Tab 3
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Research Article
Improved Deflection Prediction Model for PSC Box Girder with Stay Cable System during Tensioning Phase
Table 3
Parameter values of different cracked grades.
G
i
λ
ν′
1
1.000
0.200
2
0.807
0.487
3
0.614
0.954
4
0.421
1.850
5
0.228
4.260