DocumentCode :
2575070
Title :
The research of simplification methods of boundary condition for legs of jack-up
Author :
Fu, Peng ; Yang, Shugeng
Author_Institution :
Sch. of Civil Eng., Tianjin Univ., Tianjin, China
fYear :
2011
fDate :
27-29 June 2011
Firstpage :
1831
Lastpage :
1834
Abstract :
For lack of the enough conclusion that was generally accepted on the simulation and simplification method for boundary condition of the legs and types of parameters, the jack-up platform with the cylinder-shaped legs and the one with truss legs were selected as the target platforms for this problem in this paper, while different kinds of simplification methods were determined using Equivalent Pile Principle and Elastic Foundation Plate Principle which means building different finite element models to simulate boundary condition of the legs. According to the calculation above, advices for the problem were provided.
Keywords :
elasticity; finite element analysis; foundations; lifting equipment; offshore installations; supports; cylinder-shaped legs; elastic foundation plate principle; equivalent pile principle; finite element models; jack-up legs; jack-up platform; truss legs; Boundary conditions; Civil engineering; Educational institutions; Finite element methods; Leg; Oceans; Rocks; Elastic Foundation Plate; Equivalent Pile; FEM; Jack-up; legs;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computer Science and Service System (CSSS), 2011 International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4244-9762-1
Type :
conf
DOI :
10.1109/CSSS.2011.5972204
Filename :
5972204
Link To Document :
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