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
Link To Document :
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