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Behavior of hybrid FRP-concrete-steel double-skin tubular beams with ultra-high strength concrete and PBL shear connectors under bending

Author(s):
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ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 295
Page(s): 116865
DOI: 10.1016/j.engstruct.2023.116865
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.2023.116865.
  • About this
    data sheet
  • Reference-ID
    10742714
  • Published on:
    28/10/2023
  • Last updated on:
    28/10/2023
 
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