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Flexural behaviour of ECC slabs reinforced with high-strength stainless steel wire rope

Author(s): (Professor, School of Civil Engineering, Zhengzhou University, Zhengzhou, China)
ORCID (PhD student, School of Civil Engineering, Dalian University of Technology, Dalian, China)
(Structure Designer, JZFZ Architectural Design Co. Ltd, Zhengzhou, China)
(Structure Designer, WISDRI Wuhan Iron and Steel Design & Research Institute Incorporation Ltd, Wuhan, China)
ORCID (Professor, School of Civil Engineering, Zhengzhou University, Zhengzhou, China (corresponding author: ))
(Professor, School of Civil Engineering, Zhengzhou University, Zhengzhou, China)
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Structures and Buildings, , n. 5, v. 177
Page(s): 1-17
DOI: 10.1680/jstbu.22.00097
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: 10.1680/jstbu.22.00097.
  • About this
    data sheet
  • Reference-ID
    10708241
  • Published on:
    21/03/2023
  • Last updated on:
    16/05/2024
 
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