Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

REFERENCES

1 
(2008), LRFD Bridge Design Specification
2 
(1995), Effective Width of Composite L-Beams in Building, Engineering Journal, 2/4, 73-80.
3 
(2006), Punching Shear Behavior of High-strength Lightweight Concrete Slab Under Concentrated Load, Journal of Korea Society of Civil Engineering, (in Korean with English abstract), 26(1A), 219-228.Google Search
4 
(2003), Experimental Evaluation for Structural Performance of I-Grating Concrete Slab, Journal of Korea Society of Civil Engineering, (in Korean with English abstract), 23(1A), 37-45.Google Search
5 
(2004), Behavior of Field Splice Details in Precast Concrete-Filled Steel Grid Bridge Deck, Journal of Bridge Engineering, 9, 127-136.
6 
(2001), Behavior of Composite Bridge Decks with Alternative Shear Connectors, Journal of Bridge Engineering, 6, 17-22.
7 
(2007), Strength Behavior of Filled Steel Grid Decks for Bridges, Bridge Structure, 3(2), 105-118.
8 
(1994), Composite Structure of Steel and Concrete - Volume 1: Beams, Slabs, Columns, and Frames for Building
9 
(2008), Experimental Study on the Flexural Behavior of Inverted T-Shaped Steel Concrete Composite Deck for Bridges, Journal of Korea Society of Civil Engineering, (in Korean with English abstract), 28(3A), 331-340.Google Search
10 
(2013), Development of High Performance Material & Rapid Construction Technology for Extreme Environment, Annual Report, KICT, (in Korean with English abstract)Google Search
11 
(2000), A Study on Grid deck for LRT, Proceeding of the Korean Society for Railway, (in Korean with English abstract), 328-335.Google Search
12 
(2005), Evaluative Testing of a Novel Weldless Open Steel Grid Deck System, Master’s thesis, 1-33.
13 
(2012), An Experimental Study on Bending Behaviour of Steel Grid Composite Deck Joint, Journal of the Korea Institute for Structural Maintenance and Inspection, (in Korean with English abstract), 16(5), 68-77.Google Search
14 
(2013a), Evaluation of the Bending Performance of a Modified Steel Grid Composite Deck Joint, Journal of the Korea Institute for Structural Maintenance and Inspection, (in Korean with English abstract), 17(4), 38-47.Google Search
15 
(2013b), Shear Resistance Evaluation of Steel Grid Composite Deck Joint, Journal of the Korea Academia-Industrial Cooperation Society, 14(10), 5290-5298.
16 
(2004), Implementation of Full-Width Bridge Deck Panels; A synthesis study, FHWA/IN/JTRP-2003/24, Purdue University, 1-66.