Application of MR elastomers for improving seismic protection of base-isolated structures

Seung Hyun Eem, Hyung Jo Jung, Jeong Hoi Koo

Research output: Contribution to journalArticlepeer-review

67 Scopus citations

Abstract

This study experimentally evaluates the seismic performance of a newly proposed smart base-isolation system. The proposed system employs magneto-rheological (MR) elastomers whose modulus or stiffness can be changed by the magnitude of an applied magnetic field. Hence, as controllable stiffness elements, MR elastomers are capable of improving seismic protection of base-isolated structures. In this study, a small-scale MR elastomer-based base isolation system is designed and fabricated. Installed in a single-story shear building structure, the dynamic characteristics and responses of the smart base-isolated structure under harmonic loadings are examined. The test results show that the smart base-isolation system outperforms an equivalent conventional passive-type base isolation system in reducing the responses of the scaled building structure.

Original languageEnglish
Article number6027688
Pages (from-to)2901-2904
Number of pages4
JournalIEEE Transactions on Magnetics
Volume47
Issue number10
DOIs
StatePublished - Oct 2011

Keywords

  • Magnetorheological (MR) elastomers
  • seismic performance
  • shake table test
  • smart base-isolation system

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