Location
San Diego, California
Presentation Date
26 May 2010, 4:45 pm - 6:45 pm
Abstract
Design method of rational composite foundation capable of reducing seismic response of structures was studied. Analysis of the effects of damping materials on the reduction of seismic response of a full-scale structure was performed. Shaking experiment and seismic observation for model foundations confirming the damping effects were conducted and development of new damping material are described.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2010 Missouri University of Science and Technology, 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
Sako, Noriaki; Ikeda, Yoshio; Shimomura, Yukio; and Kawamura, Masashi, "Development of a New Geomaterial for Base Isolation Foundations" (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 9.
https://scholarsmine.mst.edu/icrageesd/05icrageesd/session01/9
Included in
Development of a New Geomaterial for Base Isolation Foundations
San Diego, California
Design method of rational composite foundation capable of reducing seismic response of structures was studied. Analysis of the effects of damping materials on the reduction of seismic response of a full-scale structure was performed. Shaking experiment and seismic observation for model foundations confirming the damping effects were conducted and development of new damping material are described.
