Structural Behavior of Steel-Concrete Composite Girders Composed of Demountable Shear Connectors-Reference-Cited by-同舟云学术

Structural Behavior of Steel-Concrete Composite Girders Composed of Demountable Shear Connectors

Published:2023-12-01 Issue:2 Volume:28 Page:744-759
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Jung Dae-Sung,Park Se-Hyun,Kim Tae-Hyeong,Kim Chul-Young

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-023-2217-z.pdf

Reference32 articles.

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3. Ahn JH, Lee CG, Won JH, Kim SH (2010) Shear resistance of the perfobond shear connector depending on concrete strength and rib arrangement. Journal of Constructional Steel Research (66):1295–1307, DOI: https://doi.org/10.1016/j.jcsr.2010.04.008

4. Chen J, Wang W, Ding FX, Xiang P, Long S (2019) Behavior of an advanced bolted shear connector in prefabricated steel-concrete composite beams. Materials 2019(12):2958, DOI: https://doi.org/10.3390/ma12182958

5. Cho SK, Lee JM, Youn SG, Choi YW (2008) Behavior of stud shear connectors in precast deck using lightweight concrete. Journal of Korean Society of Steel Construction 20(2):227–236 (in Korean)

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