Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Optimization Method for Solving the Reasonable Arch Axis of Long-Span CFST Arch Bridges

Table 1

Iterative calculation of main tube eccentricity.

Number of iterationsMax-My (kN·m)

015.0063.23521.53
115.0049.76365.30
215.0041.88353.89
315.0037.14359.23
415.0031.51303.95
515.0030.39261.61
615.0025.33205.62
715.0022.11141.47
815.0019.99126.38
915.0019.74113.78
1015.0017.87115.00
1115.0016.58113.80
1215.0016.23112.83
1315.0015.53112.65
1415.0015.2699.44
1515.0014.91100.85

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