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Effects of the clearance between the core plate and restraining part on the structural performance of the buckling‐restrained brace using steel mortar planks

Author(s): (Kanagawa University Dept. of Architecture & Building Eng. Yokohama Kanagawa 221‐8686 Japan)
(Kanagawa University Dept. of Architecture & Building Eng. Yokohama Kanagawa 221‐8686 Japan)
(Kanagawa University Dept. of Architecture & Building Eng. Yokohama Kanagawa 221‐8686 Japan)
(Kanagawa University Yokohama Kanagawa 221‐8686 Japan)
Medium: journal article
Language(s): German
Published in: Steel Construction, , n. 1, v. 15
Page(s): 1-12
DOI: 10.1002/stco.202100042
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/stco.202100042.
  • About this
    data sheet
  • Reference-ID
    10656560
  • Published on:
    17/02/2022
  • Last updated on:
    24/02/2022
 
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