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Influence of end restraint strength on the structural fire behavior and deterioration mechanism of RC frame beams

Author(s): ORCID (State Key Laboratory for Geomechanics & Deep Underground Engineering China University of Mining & Technology Xuzhou China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University Shanghai China)
(National RPGE Chair Professor, Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 25
Page(s): 3065-3080
DOI: 10.1002/suco.202200999
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: 10.1002/suco.202200999.
  • About this
    data sheet
  • Reference-ID
    10783814
  • Published on:
    20/06/2024
  • Last updated on:
    10/11/2024
 
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