Research Article
Design and Experimental Verification of a 1/20 Scale Model of Quayside Container Crane Using Distortion Theory
Table 3
Cross-sectional parameters of distortion components.
| | Item | Cross-sectional parameters of main components of the 1/20 scale model | Distortion coefficient (β) | | Lm (mm) | Hm (mm) | tm (mm) | A (mm2) | I (mm4) |
| | M1 | Landside leg 2 | 21 | 21 | 2.5 | 185 | 1.075e4 | 0.63 | | Girder | 34 | 20 | 2.6 | 253.8 | 1.489e4 | | Sill beam | 78 | 21 | 2.6 | 487.76 | 3.627e4 | | Waterside leg 1 | 22 | 20 | 2.5 | 185 | 1.160e4 | | Sheerleg beam | 36 | 70 | 2.8 | 562.24 | 11.09e4 |
| | M2 | Landside leg 2 | 20 | 20 | 2.7 | 186.8 | 0.955e4 | 0.57 | | Girder | 32 | 20 | 2.5 | 235 | 1.361e4 | | Sill beam | 78 | 20 | 2.6 | 482 | 3.233e4 | | Waterside leg 1 | 21 | 20 | 2.6 | 186.16 | 1.057e4 | | Sheerleg beam | 45 | 64 | 2.7 | 559.44 | 10.04e4 |
| | M3 | Landside leg 2 | 20 | 20.5 | 2.7 | 189.54 | 1.016e4 | 0.60 | | Girder | 32 | 20 | 2.6 | 243.36 | 1.409e4 | | Sill beam | 88 | 20 | 2.4 | 495.36 | 3.432e4 | | Waterside leg 1 | 21 | 20 | 2.8 | 198.24 | 1.105e4 | | Sheerleg beam | 44 | 65 | 2.8 | 579.04 | 10.59e4 |
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