Location
San Diego, California
Presentation Date
30 Mar 2001, 1:30 pm - 3:30 pm
Abstract
Prediction of seismic site responses has been one of the most important tasks in geotechnical earthquake engineering. Since Kanai used the multiple wave reflection theory to compute horizontal ground movements against seismic shaking, a number of researchers have extended the basic concept proposed by Kanai. Performance of seismic site response methods, however, has always invited open questions for problems involving extreme seismic shaking and large deformation of soils due, for example, to liquefaction and lateral spreading. A new numerical method SRANG3D (Site Response Analysis of Non-linear Ground in 3 Dimensions) has been developed to improve our prediction capabilities for seismic site responses. SRANG3D computes seismic site responses that involve vertical propagation of two horizontally polarized S waves and one P wave. The most distinct feature of SRANG3D is that the stress-strain relationships of soil can be represented by a combination of various elasto-plastic constitutive soil models and discrete element models. This paper introduces the new site-response analysis method SRANG3D and the paper highlights results obtained from this new method. Our study demonstrated that SRANG3D yields improved predictions of the large-scale experimental data than currently available site-response analysis methods.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2001 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Tao, Xian; Kagawa, Takaaki; and Abe, Akio, "Numerical and Experimental Simulation of Seismic Site Responses" (2001). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 24.
https://scholarsmine.mst.edu/icrageesd/04icrageesd/session03/24
Included in
Numerical and Experimental Simulation of Seismic Site Responses
San Diego, California
Prediction of seismic site responses has been one of the most important tasks in geotechnical earthquake engineering. Since Kanai used the multiple wave reflection theory to compute horizontal ground movements against seismic shaking, a number of researchers have extended the basic concept proposed by Kanai. Performance of seismic site response methods, however, has always invited open questions for problems involving extreme seismic shaking and large deformation of soils due, for example, to liquefaction and lateral spreading. A new numerical method SRANG3D (Site Response Analysis of Non-linear Ground in 3 Dimensions) has been developed to improve our prediction capabilities for seismic site responses. SRANG3D computes seismic site responses that involve vertical propagation of two horizontally polarized S waves and one P wave. The most distinct feature of SRANG3D is that the stress-strain relationships of soil can be represented by a combination of various elasto-plastic constitutive soil models and discrete element models. This paper introduces the new site-response analysis method SRANG3D and the paper highlights results obtained from this new method. Our study demonstrated that SRANG3D yields improved predictions of the large-scale experimental data than currently available site-response analysis methods.
