Abstract

All ship-to-shore cranes hoisting mechanisms are made of a load attached to the trolley by means of a hoisting rope. In the process of loading and unloading the ship, the trolley moves the load along the boom from ship to shore and vice versa. During movement, the hoisting mechanism structure causes swinging of the load around vertical position. Load swing increases the loading/unloading time and increases the probability of collisions with other objects, like a nearby container, an iron construction for disposal of material (e.g. bunker), etc. Swinging of the load cannot be avoided, but can be radically reduced by using appropriate anti-sway systems. The paper derives a non-linear and linearized dynamic model of the crane load based on parameters of Panamax ship-to-shore crane in the Port of Koper. The responses of three open-loop anti-sway systems are compared together on the aforementioned dynamic model. Simulation results show that all three systems reduce load swing significantly, but only the systems based on zero-vibration-derivative and zero-vibration-derivative-derivative methods completely satisfy the given requirements.

Highlights

  • Permanent increase of productivity of ship-to-shore cranes in Port of Koper is very important in order to remain competitive with other North Adriatic Sea ports

  • The three open loop anti-sway systems are compared together on the aforementioned dynamic model with parameters taken from technical specification of Panamax ship-to-shore crane in Port of Koper

  • The systems could be used on Panamax ship-to-shore cranes in the Port of Koper to reduce load oscillations during trans-shipment

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Summary

INTRODUCTION

Permanent increase of productivity of ship-to-shore cranes in Port of Koper is very important in order to remain competitive with other North Adriatic Sea ports. One possible way to increase productivity is to use anti-sway systems, which can efficiently reduce load oscillations. A reduction of oscillations increases the speed of transshipment and consecutively the ship-to-shore crane productivity. The three open loop anti-sway systems are compared together on the aforementioned dynamic model with parameters taken from technical specification of Panamax ship-to-shore crane in Port of Koper. The open-loop systems operate by applying feed-forward actions. They foresee error and try to eliminate it before it occurs [1]. The open-loop systems will be tested on a model of Panamax ship-to-shore crane in Port of Koper. A non-linear and linearized mathematical model of the ship-to-shore crane load oscillation is derived.

MODELING
Mathematical Model
Linearized Model
Validation of the Linearized Model
Main Working Principles
Mathematical Formulation of the Constrained Equations
Methods for Shaping Input Signal
SIMULATION OF TROLLEY AND LOAD MOVEMENT USING ANTI-SWAY SYSTEM
Findings
CONCLUSION

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