Mobile QR Code QR CODE
Export citation EndNote

References

1 
AIK (2016) Korean Building Code 2016 (KBC 2016) and Commentray, Seoul, Korea; Kimoondang Publishing Company, Architectural Institute of Korea (AIK) (In Korean), pp. 1221Google Search
2 
European Committee for Standardization (CEN) , 2004, Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1.1: General Rules and Rules for Buildings (BS EN 1994-1-1), London, UK; British Standards Institute (BSI)Google Search
3 
Kim D. B., Kim Y. H., Oh M. H., 2017, Experimental Study on the Flexural Capacity of the Concrete-filled Composite Beam with Exposed Top Flange, Journal of the Korean Society of Hazard Mitigation (In Korean), Vol. 17, No. 4, pp. 1-9DOI
4 
Korea Agency for Technology and Standards (KATS) , 2016a, Steel Bars for Concrete Reinforcement (KS D 3504), Seoul, Korea: Korea Standard Association (KSA) (In Korean), pp. 1-31Google Search
5 
Korea Agency for Technology and Standards (KATS) , 2016b, Zinc-coated Light Gauge Steels for Structure (KS D 3854), Seoul, Korea: Korea Standard Association (KSA) (In Korean), pp. 1-31Google Search
6 
Lee M. H., Oh M. H., Kim Y. H., Jeong S. C., Kim M. H., 2017, Experimental Study on the Shear Capacity of Slim AU Composite Beam, Journal of Korean Association for Spatial Structures (In Korean), Vol. 17, No. 3, pp. 99-105DOI
7 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2016, Standard Specification for Temporary Construction, Yeoju, Korea; Korea Temporary Equipment Association (KTEA), MOLIT (In Korean), pp. 349Google Search
8 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2018, Formwork and Shore Design Code (KDS 21 50 00), Sejong, Korea; MOLIT (In Korean)Google Search
9 
Oh M. H., Kim Y. H., Kim M. H., 2018a, Experimental Study on the Flexural Capacity of the U-Flanged Truss Hybrid Beam, Journal of Korean Association for Spatial Structures (In Korean), Vol. 18, No. 4, pp. 123-130DOI
10 
Oh M. H., Kim Y. H., Kang J. Y., Kim M. H., 2018b, Experimental Study on the Structural Capacity of the U-flanged Truss Steel Beam, Journal of Korean Association for Spatial Structures (In Korean), Vol. 18, No. 4, pp. 113-121DOI