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Axial behavior of precast segmental hollow bridge columns confined by grouted steel tubes

Author(s): ORCID (Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China University of Mining and Technology, Xuzhou, China)
ORCID (Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China University of Mining and Technology, Xuzhou, China)
(School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, China)
(School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 2, v. 26
Page(s): 136943322211258
DOI: 10.1177/13694332221125829
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: 10.1177/13694332221125829.
  • About this
    data sheet
  • Reference-ID
    10691024
  • Published on:
    24/09/2022
  • Last updated on:
    20/02/2023
 
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