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A Parametric Investigation on Ultra-low Cycle Fatigue Damage of Steel Bridge Piers Under Horizontal Bi-directional Seismic Excitations

Author(s): ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures
DOI: 10.1007/s13296-024-00873-0
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: 10.1007/s13296-024-00873-0.
  • About this
    data sheet
  • Reference-ID
    10791553
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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