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Deflection of ultra-high performance concrete slabs and hybrid FRP composite girders considering partial shear interaction

Author(s): (College of Information Technology and Engineering; Innovations and Asset Management of Sustainable Transportation Infrastructure Systems, Marshall University, Huntington, WV, USA)
(Nick J. Rahall II Appalachian Transportation Institute, Huntington, WV, USA)
(Department of Civil and Environmental Engineering, Saitama University, Shimo-Okubo, Sakura-ku, Saitama-shi, Japan)
Medium: journal article
Language(s): English
Published in: Bridge Structures, , n. 1, v. 10
Page(s): 33-41
DOI: 10.3233/brs-140068
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: 10.3233/brs-140068.
  • About this
    data sheet
  • Reference-ID
    10767713
  • Published on:
    24/04/2024
  • Last updated on:
    24/04/2024
 
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