• DocumentCode
    509228
  • Title

    Inversion Method of Bedrock Ground Motion in Layered Soil

  • Author

    Zhiguo Niu ; Bo Tang

  • Author_Institution
    Dept. of Mater. & Struct. Eng., Nanjing Hydraulic Res. Inst., Nanjing, China
  • Volume
    3
  • fYear
    2009
  • fDate
    26-27 Dec. 2009
  • Firstpage
    62
  • Lastpage
    64
  • Abstract
    In order to obtain relatively reliable and accurate earthquake motion inputs at the bedrock, This paper presents a method that can be respectively used to inverse bedrock ground motion based on surface motion, because soil is nonlinear material, the linear Inversion method is inaccurate, a simplified method is adopted to solve deformation modulus and damping ratio in order to establish dynamic constitutive. Finally, in connection of actual project of high-piled quay, the input ground motion in the Bedrock is obtained by the inversion method based on the surface motion, the result shows that the method is simple and easy to grasp, has high precision.
  • Keywords
    earthquake engineering; geotechnical engineering; soil; earthquake motion; high-piled quay; inverse bedrock ground motion; layered soil; linear inversion method; surface motion; Damping; Earthquake engineering; Equations; Frequency domain analysis; History; Motion analysis; Power engineering and energy; Sea surface; Soil; Surface waves; bedrock ground motion; dynamic constitutive; inversion mothed; layered soil; surface motion;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Management, Innovation Management and Industrial Engineering, 2009 International Conference on
  • Conference_Location
    Xi´an
  • Print_ISBN
    978-0-7695-3876-1
  • Type

    conf

  • DOI
    10.1109/ICIII.2009.325
  • Filename
    5369751