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Journal of the Korea Concrete Institute

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

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  3. 2016-01 (Vol.20 No.1)
  4. 10.11112/jksmi.2016.20.1.064
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References

1 
(2002), Bétons Fibrés à Ultra-Hautes Performances, 24-56.
2 
(2010), The Implementation of Full Depth UHPC Waffle Bridge Deck Panels, 9-12.
3 
(2011), The Effect of Steel-Fiber Contents on the Compressive Stress-Strain Relation of Ultra High Performance Cementitious Composites (UHPCC), Journal of Korea Concrete Institute, (in Korean), 23(1), 67-75.Google Search
4 
(2004), Bearing Capacity of Stub Columns Made of NSC, HSC and UHPC Confined by a Steel Tube, Proceedings of International Symposium on High Performance Concrete ; Ultra High Performance Concrete, 339-350.
5 
(2014), “Experiment of Flexural Behavior of Composite Beam with Steel Fiber Reinforced Ultra High Performance Concrete Deck and Inverted-T Steel Girder”, Journal of Korea Concrete Institute, 26(6), 761-769.
6 
(2015), A Study on the Experiment of Flexural Behavior of Composite Beam with Steel Fiber Reinforced UHPC and Inverted-T Steel Considering Compressive Strength Level, Journal of Korea Concrete Institute, (in Korean), 27(6), 677-685.Google Search
7 
(2015), Analysis of Flexural Behavior of Composite Beam with Steel Fiber Reinforced Ultra High Performance Concrete Deck and Inverted-T Shaped Steel with Tension Softening Behavior, Journal of Korea Concrete Institute, (in Korean), 27(2), 185-193.Google Search