Location
St. Louis, Missouri
Presentation Date
06 Apr 1995, 1:30 pm - 3:00 pm
Abstract
Presented is the transient seismic response of alluviums with due account for the configuration and the size in view of incident wave type and the length, besides the stiffness contrast to the underlain far extending base. The BEM-FEM hybrid computation is taken in order to give a clear interpretation to the seismic wave scattering and propagation. Parametric studies are performed aiming at acquiring the relevant soil amplification which is useful information for the structural design on irregular site.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1995 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
Takemiya, Hirokazu; Adam, Maher; and Yasui, Shingo, "Transient Seismic Response of Irregular Sites" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 18.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session06/18
Included in
Transient Seismic Response of Irregular Sites
St. Louis, Missouri
Presented is the transient seismic response of alluviums with due account for the configuration and the size in view of incident wave type and the length, besides the stiffness contrast to the underlain far extending base. The BEM-FEM hybrid computation is taken in order to give a clear interpretation to the seismic wave scattering and propagation. Parametric studies are performed aiming at acquiring the relevant soil amplification which is useful information for the structural design on irregular site.
