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Frequency independent damped outrigger systems for multi‐mode seismic control of super tall buildings with frequency independent negative stiffness enhancement

Author(s): ORCID (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
ORCID (College of Civil Engineering Tongji University Shanghai China)
(Department of Architecture and Architectural Engineering Kyoto University Kyoto Japan)
(College of Civil Engineering Tongji University Shanghai China)
ORCID (Department of Civil & Environment Engineering Rice University Houston Texas USA)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 9, v. 52
Page(s): 2731-2754
DOI: 10.1002/eqe.3891
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/eqe.3891.
  • About this
    data sheet
  • Reference-ID
    10730825
  • Published on:
    30/05/2023
  • Last updated on:
    04/08/2023
 
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