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Locations of isolation system and choice of bearings

  • Zhonggen Xu*
  • , Fulin Zhou
  • , Yuhong Ma
  • *Corresponding author for this work
  • Guangzhou University

Research output: Contribution to journalArticlepeer-review

Abstract

Vertical locations of isolation layers are discussed in order to optimize isolation design and encourage development of technique. Isolation system under ±0.00 floor board is different from the base under basement in follow four aspects. First, the part of basement with single-storey upper structure needs not to be isolated in former case. Second, vertical load on isolation system including the cellar itself is much greater in later case. Third, because of irregular plan, deformation of isolation system is much greater in later case. Fourth, in the example project, bearings cost is increased by 37.4% comparing to the former case. For a building structure with large and very unregulated plan, it is an economy isolation design to divide the building structure into several regulated structures and to be isolated each under their first floor.

Original languageEnglish
Pages (from-to)105-108
Number of pages4
JournalWorld Earthquake Engineering
Volume26
Issue number1
StatePublished - Mar 2010
Externally publishedYes

Keywords

  • Displacement
  • Isolation bearing
  • Location of isolation layer
  • Plan regularity
  • Torsion effect

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