Research Article
Research on the Reinforcement Mechanism and Safety Monitoring of Heavy-Duty Concrete-Encased CFST Columns
Table 1
Measured and calculated values of beam end displacement, stress, and axial force of the support columns at the end of the construction process.
| Column | Displacement (mm) | Stress (MPa) | Axial force (kN) | Near side | Far side | Measured | Calculated | Point | Measured | Calculated | Point | Measured | Calculated | Measured | Calculated |
| East | −0.86 | −0.86 | 6 | −11.54 | −9.30 | 4 | −8.19 | −6.51 | −2103.0 | −1875.0 | South | −1.12 | −0.83 | 13 | −12.21 | −9.09 | 11 | −8.01 | −6.34 | −2109.0 | −1833.0 | West | −0.87 | −0.63 | 20 | −8.64 | −7.42 | 18 | −5.17 | −4.94 | −1544.0 | −1495.0 | North | −1.04 | −0.69 | 27 | −10.27 | −8.45 | 25 | −6.73 | −4.43 | −2210.0 | −1824.0 |
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