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Effect of vertical-to-horizontal acceleration ratio of earthquake components on the utilization of buckling-restrained braces in steel frames

Author(s):


Medium: journal article
Language(s): English
Published in: Structures, , v. 38
Page(s): 1111-1124
DOI: 10.1016/j.istruc.2022.02.063
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: 10.1016/j.istruc.2022.02.063.
  • About this
    data sheet
  • Reference-ID
    10660653
  • Published on:
    28/03/2022
  • Last updated on:
    28/03/2022
 
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