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Restoration of load capacity and stiffness of continuous steel–concrete composite beams having web openings using externally applied FRP strips

Author(s): (Department of Civil Engineering College of Engineering, Najran University Najran Saudi Arabia)
(Structural Engineer Tanta Egypt)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
(Department of Building Engineering and Construction Management Khulna University of Engineering and Technology Khulna Bangladesh)
(Department of Civil Engineering College of Engineering, Najran University Najran Saudi Arabia)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 25
Page(s): 3505-3530
DOI: 10.1002/suco.202300895
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: 10.1002/suco.202300895.
  • About this
    data sheet
  • Reference-ID
    10790559
  • Published on:
    01/09/2024
  • Last updated on:
    10/11/2024
 
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