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Shear mechanism and strength calculation of steel shear keyed dry joints in precast segmental bridges

Author(s): ORCID (School of Architecture and Civil Engineering, Xihua University, Chengdu, China)
(College of Civil Engineering, Tongji University, Shanghai, China)
(College of Civil Engineering, Tongji University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-14
DOI: 10.1080/15732479.2023.2280995
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: 10.1080/15732479.2023.2280995.
  • About this
    data sheet
  • Reference-ID
    10749302
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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