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Experimental and numerical study on compressive performance of perforated brick masonry after fire exposure

Author(s): ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of EducationSoutheast University Nanjing China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of EducationSoutheast University Nanjing China)
(China Shanghai Architectural Design and Research Institute Co, Ltd Shanghai China)
(Shanghai Key Laboratory of Engineering Structure SafetySRIBS Shanghai China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of EducationSoutheast University Nanjing China)
Medium: journal article
Language(s): English
Published in: Fire and Materials, , n. 2, v. 43
Page(s): 200-218
DOI: 10.1002/fam.2688
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/fam.2688.
  • About this
    data sheet
  • Reference-ID
    10721223
  • Published on:
    21/04/2023
  • Last updated on:
    21/04/2023
 
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