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Journal of the Korea Concrete Institute

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

REFERENCES

1 
(2011), Impact resistant behaviour of RC slab strengthened with FRP sheet, Materials and Structures, 44(10), 1855-1864.
2 
(2011), Analysis Techniques of Blast Resistance Concrete Structures and Concrete Material Model, Journal of the Korea Concrete Institute, 23(2), 30-36.
3 
(2011), Retrofit Materials for Improving Blast Resistance of Structures, Journal of the Korea Concrete Institute, 23(2), 42-46.
4 
(2014), Impact Resistance of Steel Fiber-Reinforced Concrete Panels Under High Velocity Impact-Load, Journal of the Korea Concrete Institute, 26(5), 731-739.
5 
(2013), Analytical Evaluation of High Velocity Impact Resistance of Two-way RC Slab Reinforced with Steel Fiber and FRP Sheet, Journal of the Korea Institute for Structural Maintenance and Inspection, 17(3), 1-9.
6 
(2013), Evaluating Local Damages and Blast Resistance of RC Slabs Subjected to Contact Detonation, Journal of the Korea Institute for Structural Maintenance and Inspection, 17(1), 37-45.
7 
(2010), Local damage to Ultra High Performance Concrete structures caused by an impact of aircraft engine missiles, Nuclear Engineering and Design, 240(10), 2633-2642.
8 
(2008), Full-scale field tests of concrete slabs subjected to blast loads, International Journal of Impact Engineering, 35, 184-198.
9 
(1993), Local damage to reinforced concrete structures caused by impact of aircraft engine missiles Part 1. Test program, method and results, Nuclear Engineering and Design, 140, 387-405.
10 
(2011), Concrete Structural Behavior under Blast Loading According to Blast and Impact, Journal of the Korea Concrete Institute, 23(2), 23-29.
11 
(2009), Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs, Engineering Structures, 31, 2060-2069.
12 
(2013), Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading, Advances in Materials Science and Engineering. 2013. Article ID 420136, 1-7.