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Shake table testing of a passive negative stiffness device with curved leaf springs for seismic response mitigation of structures

Author(s): ORCID (Faculty of Engineering Hokkaido University Sapporo Japan)
(School of Engineering Hokkaido University Sapporo Japan)
ORCID (Department of Civil Engineering Ohio University Athens Ohio USA)
Medium: journal article
Language(s): English
Published in: Structural Control and Health Monitoring, , n. 7, v. 28
DOI: 10.1002/stc.2736
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stc.2736.
  • About this
    data sheet
  • Reference-ID
    10601181
  • Published on:
    17/04/2021
  • Last updated on:
    29/06/2021
 
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