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Effect of stress-strain models and sectional analysis methods on the axial-flexural interactions of discontinuously FRP strengthened square RC columns

Author(s): (Construction Management Division, The University of Da Nang – University of Science and Technology, Da Nang, Vietnam)
ORCID (School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW, Australia)
ORCID (School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW, Australia)
(Construction Management Division, The University of Da Nang – University of Science and Technology, Da Nang, Vietnam)
(Construction Management Division, The University of Da Nang – University of Science and Technology, Da Nang, Vietnam)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 11, v. 20
Page(s): 1-17
DOI: 10.1080/15732479.2022.2157022
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: 10.1080/15732479.2022.2157022.
  • About this
    data sheet
  • Reference-ID
    10708425
  • Published on:
    21/03/2023
  • Last updated on:
    31/08/2024
 
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