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Numerical parametric study on the uniaxial and biaxial compressive behavior of H-shaped steel reinforced concrete composite beam-columns

Author(s): ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Jiulonghu Campus, Nanjing, China)
(Department of Civil & Environmental Engineering, National University of Singapore, Singapore)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Jiulonghu Campus, Nanjing, China)
(Department of Civil Engineering, Birla Institute of Technology and Science – Pilani, Dubai Campus, Dubai, United Arab Emirates)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 13, v. 25
Page(s): 136943322211053
DOI: 10.1177/13694332221105333
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: 10.1177/13694332221105333.
  • About this
    data sheet
  • Reference-ID
    10678394
  • Published on:
    18/06/2022
  • Last updated on:
    19/04/2023
 
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