DocumentCode
2166989
Title
Analysis on the Performance of Compound Foundation Isolation System
Author
Mu, Zaigen ; Bu, Longgui ; Huang, Jia ; Zhu, Zhongyi
Author_Institution
Dept. of Civil Eng., Univ. of Sci. & Technol. Beijing, Beijing, China
fYear
2010
fDate
24-26 Aug. 2010
Firstpage
1
Lastpage
3
Abstract
This paper has generalized the dynamic response result in structural system, by the time history analysis of the large complex structure. At the meantime, we drew up the dynamic response curves, analyzed the results of dynamic response, and compared the differences of dynamic responses between isolation-structure and non-isolation structure, the result manifests that the isolation-structure system is more excellent on alleviate the seismic damage. According to the research and analysis on isolation structure and non-isolation structure system and the comparison of structural seismic capacity, it is feasible to obtain a simplified and effective approach in isolation which is technically reliable, especially, could reduce the construction cost.
Keywords
dynamic response; earthquake engineering; foundations; structural engineering; compound foundation isolation system; dynamic response; isolation structure system; large complex structure; nonisolation structure; seismic damage; structural seismic capacity; structural system; time history analysis; Acceleration; Buildings; Computational modeling; Iron; Rubber; Shock absorbers; Steel;
fLanguage
English
Publisher
ieee
Conference_Titel
Management and Service Science (MASS), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-5325-2
Electronic_ISBN
978-1-4244-5326-9
Type
conf
DOI
10.1109/ICMSS.2010.5576933
Filename
5576933
Link To Document