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Behavior and Strength of Headed Stud–SFRCC Shear Connection. I: Experimental Study

Author(s): (Assistant Professor, Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin Univ., Tianjin 300-072, China; formerly, Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan (c)
(Lecturer, Faculty of Environmental Engineering, Univ. of Kitakyushu, Hibikino, Wakamatsu-ku, Kitakyushu, Fukuoka 808-0135, Japan.)
(Assistant Professor, Dept. of Architecture and Civil Engineering, Toyohashi Univ. of Technology, 1-1 Hibarigaoka, Tempaku-cho, Toyohashi, Aichi 441-8580, Japan.)
(Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.)
Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 2, v. 142
DOI: 10.1061/(ASCE)ST.1943-541X.0001363
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: 10.1061/(ASCE)ST.1943-541X.0001363.
  • About this
    data sheet
  • Reference-ID
    10694701
  • Published on:
    11/12/2022
  • Last updated on:
    11/12/2022
 
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