Technical considerations for engineering of crane pedestal operated in North-Western Australia Offshore

North-Western Australia 해상에 운용되는 Offshore Crane Pedestal 설계

  • Song, Jun-Ho (Daewoo Shipbuilding & Marine Engineering CO., LTD.) ;
  • Kim, Yong-Woon (Daewoo Shipbuilding & Marine Engineering CO., LTD.) ;
  • LEE, Kyung-Seok (Daewoo Shipbuilding & Marine Engineering CO., LTD.) ;
  • Kim, Man-Soo (Daewoo Shipbuilding & Marine Engineering CO., LTD.)
  • Published : 2015.09.30

Abstract

The design, procurement and fabrication of FPSO project ordered by Inpex Browse, Ltd. have been currently carried out by DSME(Daewoo Shipbuilding Marine and Engineering Co.). The unit will be installed and operated in the Ichthys field offshore of North-Western Australia and there are the particular design requirements to do with performance on the environment loads corresponding to max. 10,000 years return period wave. Also, the operational life of FPSO has to be over 40 years. With this background, this paper introduces the structural design procedure of crane pedestal foundation operated in north-western Australia offshore. The design of crane pedestal foundation structure is basically based on international design code (i.e. API Spec. 2C), Classification society's rule and project specifications. The design load cases are mainly divided into the crane normal operating conditions and crane stowed conditions according to environment conditions of the offshore with 1-year, 5-year, 10-year, 200-year and 10,000-year return period wave. This design experience for crane pedestal foundation operated in north-western Australia offshore will be useful to do engineering of other offshore crane structures.

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