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Bounding of earthquake response via critical double impulse for efficient optimal design of viscous dampers for elastic‐plastic moment frames

Author(s): (Department of Architecture and Architectural Engineering Graduate School of Engineering Kyoto University Nishikyo Kyoto Japan)
ORCID (Department of Architecture and Architectural Engineering Graduate School of Engineering Kyoto University Nishikyo Kyoto Japan)
Medium: journal article
Language(s): English
Published in: Japan Architectural Review, , n. 2, v. 5
Page(s): 131-149
DOI: 10.1002/2475-8876.12262
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: 10.1002/2475-8876.12262.
  • About this
    data sheet
  • Reference-ID
    10661370
  • Published on:
    28/03/2022
  • Last updated on:
    09/05/2022
 
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