Research Article
Experimental Study on the Mechanical Mechanism of Arch-Chord-Coupled Antisliding Structure
Table 2
Discrete calculation results of extreme values of bending moment (
).
| | Pile | | | Case 1 | Case 2 | Case 3 | Case 4 |
| | A1 | -21.80 | -20.20 | -13.67 | -16.67 | | A2 | -18.20 | -17.30 | -15.18 | -15.18 | | A3 | -16.50 | -16.10 | -17.51 | -17.51 | | F | -16.80 | -21.20 | -20.30 | -18.20 | | C1 | -15.50 | -17.50 | -17.50 | -16.80 | | C2 | -15.30 | -16.30 | -16.19 | -16.33 | | C3 | -16.10 | -16.10 | -18.75 | -16.75 | | M | -18.90 | -17.20 | -15.38 | -14.88 | | Average value | -17.39 | -17.74 | -16.81 | -16.54 | | Standard deviation | 2.03 | 1.80 | 2.00 | 1.03 |
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Note: : extreme value of bending moment. |
