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
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