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Seismic control performance of a three‐story frame prototype equipped with semi‐active variable stiffness and damping structural joints

Author(s): ORCID (Chair of Innovative Structural Design TU Eindhoven Eindhoven The Netherlands)
ORCID (Applied Computing and Mechanics Laboratory Swiss Federal Institute of Technology Lausanne Switzerland)
(Department of Design Engineering TU Delft Delft The Netherlands)
(Chair of Innovative Structural Design TU Eindhoven Eindhoven The Netherlands)
(Chair of Innovative Structural Design TU Eindhoven Eindhoven The Netherlands)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 13, v. 50
Page(s): 3379-3402
DOI: 10.1002/eqe.3514
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.3514.
  • About this
    data sheet
  • Reference-ID
    10624417
  • Published on:
    26/08/2021
  • Last updated on:
    01/10/2021
 
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