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Torsional strengthening using carbon fiber reinforced polymer of reinforced concrete beams subject to combined bending, shear and torsion

Author(s): ORCID (Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences Co. Ltd, Shanghai, China)
(Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences Co. Ltd, Shanghai, China)
(Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences Co. Ltd, Shanghai, China)
(Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences Co. Ltd, Shanghai, China)
(Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, PA, USA)
(Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences Co. Ltd, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 2, v. 26
Page(s): 136943322211246
DOI: 10.1177/13694332221124624
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: 10.1177/13694332221124624.
  • About this
    data sheet
  • Reference-ID
    10691009
  • Published on:
    24/09/2022
  • Last updated on:
    20/02/2023
 
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