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Numerical and experimental study of a segmentally prefabricated orthotropic steel–ultra-high-performance concrete composite deck for long-span cable-stayed bridges

Author(s): (College of Civil Engineering, Hunan University, Changsha, China)
ORCID (College of Civil Engineering, Hunan University, Changsha, China)
(College of Civil Engineering, Hunan University, Changsha, China)
(Bridge Department,HuBei Provincial Communications Planning and Design Institute CO., LTD, Wuhan, China)
(Chief Engineer Department, HuBei JiaoTou ShiXi Expressway Company Limited, Shiyan, China)
(Directorate, Hunan Zhonglu Huacheng Bridge Technology CO., LTD, Xiangtan, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 10, v. 27
DOI: 10.1177/13694332231213468
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: 10.1177/13694332231213468.
  • About this
    data sheet
  • Reference-ID
    10749737
  • Published on:
    14/01/2024
  • Last updated on:
    31/08/2024
 
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