Research Article
Study on the Influence of Geometric Parameters and Shape Optimization of Single Tenon Joint in Assembled Subway Station
Table 5
Result of range analysis for the maximum deflection.
| | Lower bottom length (mm) | Upper bottom length (mm) | Height (mm) |
| | K1 (×10−3) | 439.86 | 431.55 | 392.05 | | K2 (×10−3) | 432.82 | 432.68 | 436.37 | | K3 (×10−3) | 431.49 | 439.94 | 475.75 | | k1 (×10−3) | 146.64 | 144.56 | 130.68 | | k2 (×10−3) | 144.27 | 143.86 | 145.46 | | k3 (×10−3) | 143.83 | 146.65 | 158.58 | | R (×10−3) | 2.81 | 2.79 | 27.90 | | The optimal combination | 3 | 2 | 1 |
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