Non-linear seismic ground response analysis considering two-dimensional topographic irregularities

• Published in: Scientia Iranica. Transaction A, Civil engineering Vol. 25; no. 3; pp. 1083 - 1093
• Main Authors: Soltani, N, Bagheripour, M H
• Format: Journal Article
• Language: English
• Published: Tehran Sharif University of Technology 01.06.2018
• Subjects: Amplification; Bedrock; Civil engineering; Dimensional analysis; Earthquakes; Finite element analysis; Finite element method; Ground motion; Incident waves; Irregularities; Methods; Nonlinear analysis; Nonlinear response; Ratios; Seismic analysis; Seismic response; Seismic waves; Soil conditions; Studies; Time domain analysis; Topography; Two dimensional analysis; Wave attenuation
• DOI: 10.24200/sci.2017.4257

In the occurrence of an earthquake, local site conditions such as soil characteristics, dimension of topographic irregularities, seismic bedrock depth, etc. as well as characteristics of incident wave have important effects on seismic ground response. In this study, Finite Element Method (FEM) coupled with viscous boundaries is used to evaluate the effect of empty two-dimensional valleys on amplification or attenuation of seismic waves. Parametric studies are carried out and the effects of dimension of the topography, frequency of the incident wave, and bedrock depth on the seismic ground response are considered using non-linear method in a time domain analysis. Results are shown by means of horizontal and vertical amplification ratios in valley span and its surrounding area. It is concluded that displacement variation on ground surface due to topographical effects is a considerable factor to select a site location or design structures in the valley mount and its surrounding area.