Paper Title:
Ground Motion Analysis in Nonlinear Soil Site with Random Media
  Abstract

In this article,by incorporating equivalent linearization method and the orthogonal expansion method into the wave finite element analysis of scattering problem, an analytical methodology for the evaluation of seismic response of nonlinear soil site with uncertain properties is proposed . Example is given to show the applicability of the methodology. The results show that the randomness of the site media has important effect on seismic site response , the randomness has greater influence on the variation of accelerations than on displacements. The coupling of the nonlinearity and the randomness of soil enhances the effect of randomness on the soil site.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
920-925
DOI
10.4028/www.scientific.net/AMR.368-373.920
Citation
Y. Chen, J. Li, "Ground Motion Analysis in Nonlinear Soil Site with Random Media", Advanced Materials Research, Vols. 368-373, pp. 920-925, 2012
Online since
October 2011
Authors
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Long Wei Chen, Shang Jiu Meng, Xiao Ming Yuan, Rui Sun
Abstract:In terms of the physical mechanism and features of the dynamic soil-structure interaction during earthquake excitation, a simplified...
2869
Authors: Hugo Miguel Silva, José Filipe Bizarro de Meireles
Chapter 6: Materials and Process Modelling
Abstract:The acceleration of industrial machines mobile parts has been increasing over the last few years, due to the need of higher production in a...
507
Authors: Jin Yun Liu, Cai Chu Xia
Chapter 5: Structural Materials
Abstract:Based on the research of numerical simulation of model experiment of water-conveyance tunnel in under soft soil, and three basic types of...
626
Authors: Suo Wang
Chapter 3: Geotechnical Engineering
Abstract:In order to predict tunnel surrounding rock pressure, this paper puts forward a series of dynamic numerical simulative model on the tunnel...
1432
Authors: Peng Fei Jia, Ai Wu Yang
Chapter 3: Construction
Abstract:Railway track and nearby structures in the vicinity of high-speed railway are exposed to low-amplitude small-strain vibrations as high-speed...
166