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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

REFERENCES

1 
(2008), A Study of Shear Reinforcement for Slab-Column Connection, Journal of Korean Society of Hazard Mitigation Korea, 37-40.
2 
(2011), Punching Shear Strength of Deck Slabs Made of Ultra High Performance Concrete, Journal of Korea Institute of Safety Inspection KSMI, 15(4), 221-231.
3 
(2003), An Evaluation on Punching Shear Capacity of R/C Flat Plate Slab, Journal of Korea Institute of Safety Inspection, KSMI, 7(3), 205-213.
4 
(1994), Punching Shear Strength in Thick Slabs, Proceedings of the Korea Concrete Institute Korea, 47-52.
5 
(2006), Effects of details of lattice reinforcement for punching shear strength of slab-column connections, Proceedings of the Korea Concrete Institute Korea, 17-20.
6 
(2000), Comparison on the Failure Mechanism of Punching Shear in the Reinforced Concrete, Proceedings of the Korea Concrete Institute Korea, 533-538.
7 
(1998), A Study on the Factors of Punching Shear in the Reinforced Concrete Flat Slabs, Journal of korea, Journal of the Institute of Constructional Technology, 17(2), 183-195.
8 
(2007), Influence of Column Aspect Ratio on the Punching Shear Strength of Flat Plate Slab-Column Edge Connections, Journal of Korea Institute of Safety Inspection KSMI, 11(1), 121-129.
9 
(2005), Strategic Utilization of Fiber Reinforced UHSC in Slab-Column Connections, Proceedings of the Korea Concrete Institute Korea, 79-82.