Shock and Vibration / 2019 / Article / Tab 3

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.

ItemCross-sectional parameters of main components of the 1/20 scale modelDistortion coefficient (β)
Lm (mm)Hm (mm)tm (mm)A (mm2)I (mm4)

M1Landside leg 221212.51851.075e40.63
Girder34202.6253.81.489e4
Sill beam78212.6487.763.627e4
Waterside leg 122202.51851.160e4
Sheerleg beam36702.8562.2411.09e4

M2Landside leg 220202.7186.80.955e40.57
Girder32202.52351.361e4
Sill beam78202.64823.233e4
Waterside leg 121202.6186.161.057e4
Sheerleg beam45642.7559.4410.04e4

M3Landside leg 22020.52.7189.541.016e40.60
Girder32202.6243.361.409e4
Sill beam88202.4495.363.432e4
Waterside leg 121202.8198.241.105e4
Sheerleg beam44652.8579.0410.59e4

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