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
Sill beam78212.6487.763.627e4
Waterside leg 122202.51851.160e4
Sheerleg beam36702.8562.2411.09e4

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

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

We are committed to sharing findings related to COVID-19 as quickly and safely as possible. Any author submitting a COVID-19 paper should notify us at to ensure their research is fast-tracked and made available on a preprint server as soon as possible. We will be providing unlimited waivers of publication charges for accepted articles related to COVID-19. Sign up here as a reviewer to help fast-track new submissions.