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Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations

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/eqe.3778.
  • About this
    data sheet
  • Reference-ID
    10708833
  • Published on:
    21/03/2023
  • Last updated on:
    21/03/2023
 
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