References
- 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 Feb;10(1):57-63. https://doi.org/10.5345/JKIC.2010.10.1.057
- ACI-ASCE Committee 352. Recommendations for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures. ACI Structural Journal. 1988 Nov;85(6):675-96.
- Durrani AJ, Du Y, Luo YH. Seismic Resistance of Nonductil Slab-Column Connections in Existing Flat-Slab Building. ACI Structural Journal. 1995 Jul;92(4):479-87.
- Moehle JP. Strength of Slab-column Edge Connections. ACI Structural Journal. 1998 Jan;85(1):89-98.
- Moehle JP, Kreger, ME, Leon R. Background to Recommendations for Design of Reinforced Concrete Slab-Column Connections. ACI Structural Journal. 1988 Nov;85(6):636-44.
- Robertson IN, Kawai T, Lee J, Enomoto B. Cyclic Testing of Slab-Column Connections with Shear Reinforcement. ACI Structural Journal. 2002 Sep;99(5):605-13.
- Ghali A, Hammill N. Effectiveness of Shear Reinforcement in Slabs. Concrete International. 1992 Jan;14(1):60-5.
- Mortin JD, Ghali A. Connection of Flat Plates to Edge Columns. ACI Structural Journal. 1991 Mar;88(2):191-8.
- El-Salakawy EF, Polak MA, Soliman MH. Slab-Column Edge Connections Subjected to High Moments. Canadian Journal for Civil Engineering. 1998 Jun;25(3):526-38. https://doi.org/10.1139/l97-117
- Megally S, Ghali A. Seismic Behavior of Edge Column-Slab Connections with Stud Shear Reinforcement. ACI Structural Journal. 2000 Jan;97(1):53-9.
- Kang HG, Park HG. Seismic Design Provisions and Revisions to the Guides for RC Flat Plate Systems in the US. Journal of the Korea Concrete Institute. 2008 Mar;20(2):25-36.
- Park HG, Kim YN, Song JG, Kang SM. Lattice Shear Reinforcement for Enhancement of Slab-Column Connections. Journal of Structural Engineering. 2012 Mar;138(3):425-37. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000484
- Kang THK, Wallace W. Seismic Performance of Reinforced Concrete Slab-Column Connections with Thin Plate Stirrups. ACI Structural Journal. 2008 Sep;105(5):617-25.
- 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 Oct;27(10):27-38.
- Architectural Institute of Korea. KOREAN BUILDING CODE AND COMMENTARY 2009. Seoul (Korea): Kimoondang; 2010. p. 303-58.
- Kim KS, Lee KW, Kim SH, Min KI. New Technology Pricing Report of Insertional plan truss reinforcement for the flat plate slab-column connection. Seoul (Korea): KOREA ECONOMIC RESEARCH INSTITUTE. 2011 Jun. p. 1-94. Report No.: 01-B1-11-1145.
- Park HG, Choi KK. Improved Strength Model for Interior Flat Plate-Column Connections Subject to Unbalanced Moment. Journal of Structural Engineering. 2006 May;132(5):694-704. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:5(694)
- ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318‐11) and Commentary. Farmington Hils (MI): American Concrete Institute; 2011. 503 p.
- Broms CE. Elimination of Flat Plate Punching Failure Mode. ACI Structural Journal. 2000 Jan;79(4):94-101.