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Seismic performance of a six-story timber moment-resisting frame with timber-steel hybrid beam-to-column joints

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.2024.108070.
  • About this
    data sheet
  • Reference-ID
    10808918
  • Published on:
    07/01/2025
  • Last updated on:
    07/01/2025
 
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