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