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Effects of module-to-module connection rotational stiffness on the structural performance of high-rise steel modular buildings

Author(s):
ORCID
ORCID


Medium: journal article
Language(s): English
Published in: Journal of Building Engineering, , v. 82
Page(s): 108187
DOI: 10.1016/j.jobe.2023.108187
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: 10.1016/j.jobe.2023.108187.
  • About this
    data sheet
  • Reference-ID
    10747679
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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