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Shaking table test-based numerical study on post-buckling ULCF fracture behavior of partially concrete filled steel tubular piers

Author(s):



Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 315
Page(s): 118504
DOI: 10.1016/j.engstruct.2024.118504
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.2024.118504.
  • About this
    data sheet
  • Reference-ID
    10791022
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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