참고문헌

1. Hong WK, Kim SK, Kim HG, Yoon TH, Yune DY, Kim SI. A Feasibility Study of Green Frame(GF) for the Implementation of Low-carbon Emissions & Long-life Housing. Journal of the Korea Institute of Building Construction. 2010 February;10(1):57-63.
2. ACI-ASCE Committee Report. Recommendations for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures. ACI Structural Journal. 1988;675-696.
3. Durrani AJ, Du Y, Luo YH. Seismic Resistance of Nonductil Slab-Column Connections in Existing Flat-Slab Building. ACI Structural Journal. 1995 July;92(4):479-487.
4. Moehle JP. Strength of Slab-column Edge Connections. ACI Structural Journal. 1998 January;85(1):89-98.
5. Moehle JP, Kreger, ME, Leon R. Background to Recommendations for Design of Reinforced Concrete Slab-Column Connections. ACI Structural Journal. 1988 November;85(6):636 -644.
6. Kang SM, Park, SW, Bang JS, Lee DB, Kwon CH, Park HG. Development and Application of Lattice Shear Reinforcement for Flat Plate Slab-column Connection. Journal of the Korea Institute of Building Construction. 2013 May; 13(5):482-490. https://doi.org/10.5345/JKIBC.2013.13.5.482
7. Kim YN, Kang SM, Park HG. Cyclic Loading Test for Slab-column Connection Reinforced with Lattice Bars. Journal of the Architectural Institute of Korea. 2011 October;27(10):27-38.
8. KOREA ECONOMIC RESEARCH INSTITUTE. New Technology Pricing Report of Insertional plan truss reinforcement for the flat plate slab-column connection. 2011 June.