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Seismic performance assessment and design procedure of base-isolated bridges with lead-rubber-bearing and negative stiffness springs (LRB-NS)

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.engstruct.2024.117871.
  • About this
    data sheet
  • Reference-ID
    10769567
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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