• 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