0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Cross-section behaviour of cold-formed high strength steel irregular hexagonal hollow section stub columns under combined compression and bending

Author(s): (School of National Safety and Emergency Management, Beijing Normal University, China)
ORCID (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China.)
(Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China.)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 12, v. 26
Page(s): 136943322311579
DOI: 10.1177/13694332231157930
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: 10.1177/13694332231157930.
  • About this
    data sheet
  • Reference-ID
    10708929
  • Published on:
    21/03/2023
  • Last updated on:
    12/09/2023
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine