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Theoretical derivation and seismic design method on self-centering piers with ED members validated using numerical simulations and quasi-static tests

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: 10.1142/s0219455426500604.
  • About this
    data sheet
  • Reference-ID
    10805297
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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