• 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