JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
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2023-04
(Vol.27 No.2)
10.11112/jksmi.2023.27.2.8
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REF
References
1
Balasubramanian, B., and Rajaram, B. (2016), Study on Behaviour of Angle Shear Connector in Steel-concrete Composite Structures, International Journal of Steel Structures, 16(3), 807-811.
2
British Standars Institution (2004), Eurocode 4: Design of Composite Steel and Concrete Structures EN1994-1-1:2004, CEN-European Committee for Standardization, London, UK.
3
Choi, Y. H., Heo, B. W., and Chae, J. Y. (2022), Structural Performance Evaluation of Shear Connectors for Basement Composite Walls, Journal of Korean Society of Steel Construction, 34(3), 173-184. (in Korean).
4
KDS 14 20 22 (2022), Concrete Structural Design Code - Shear and Torsion, Korea Construction Standard Center, Seoul, South Korea. (in Korean).
5
KDS 14 31 10 (2017), Specifications for Structural Steel Buildings (LRFD), Korea Construction Standard Center, Seoul, Korea. (in Korean).
6
Pallarés, L., and Hajjar, J. F. (2010), Headed steel stud anchors in composite structures, Part I: Shear, Journal of Constructional Steel Research, 66(2), 198-212.
7
Pavlović, M., Marković, Z., Veljković, M., and Buđevac, D. (2013), BoLted Shear Connectors vs. Headed Studs Behaviour in Push-out Tests, Journal of Constructional Steel Research, 88, 134-149.
8
Saleh, S. M., and Majeed, F. H. (2022), Shear Strength of Headed Stud Connectors in Self-Compacting Concrete with Recycled Coarse Aggregate, Buildings, 12(5), 1-13.
9
Seo, S. Y., Kim, S. S., and Yoon, Y. D. (2010), The Effect of Composite Ratio and Wall Thickness on the Shear Behavior of Composite Basement Wall, Journal of the Korea Institute for Structural Maintenance and Inspection, 14(1), 93-101. (in Korean).
10
Seo, S. Y., Kim, S. S., Yoon, Y. D., and Ha, K. J. (2008), Experimental Study on the Shear Strength of Form Tie Connector Linked by Stud Coupler, Journal of the Korea Concrete Institute, 20(5), 573-581. (in Korean).