DocumentCode
3240370
Title
Horizontal force mechanism research of mudsill all-vertical-piled and high-piled wharf by numerical analysis
Author
Lu Chen ; Liu Xiao-ping ; Lin Ji-da ; Chen, Lu
Author_Institution
Sch. of Hydraulic Eng., Changsha Univ. of Sci. & Technol., Changsha, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2292
Lastpage
2295
Abstract
In view of the poor characteristic of conventional all-vertical-piled wharfs ability of resisting horizontal loads,the paper put forward a new type of structure named mudsill all-vertical-piled and high-piled wharf. In order to study it´s longitudinal and transverse transfer regulation of horizontal force under horizontal loads,The FEM software ANSYS is employed to analysis the interaction of pile and soil model in this paper. The paper put up the simulations of single frame structure model and jointed structures model. By analysing the lateral displacement, bending moment and shear force of piles, the text analyses the rule of force transmission and deformation mechanism of the mudisll all-vertical-piled and high-piled wharf under the horizontal force.
Keywords
bending; finite element analysis; foundations; offshore installations; soil; ANSYS FEM software; bending moment; deformation mechanism; force transmission; horizontal force mechanism research; jointed structure model; lateral displacement; mudsill all-vertical-piled wharf; mudsill high-piled wharf; numerical analysis; pile-soil model interaction; shear force; single-frame structure model; transverse transfer regulation; Analytical models; Finite element methods; Force; Load modeling; Periodic structures; Rivers; Water; All-vertical Pile; Ansys; High-piled Wharf; Horizontal Load;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775441
Filename
5775441
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