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Lee MJ, Lee HW, Jin SC. Evaluation of Steel Plate Concrete Panels under In-plane Shear. Journal of Korean Society of Steel Construction. 2008 Aug;20(4):571-581.
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Kang CK, Choi BJ, Jeoung BS. Compressive Behavior of Steel Plateconcrete Structures using Eco-Oriented Cement Concrete. Journal of Korean Society of Steel Construction. 2012 Oct;24(5):583-593.
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Kim HG, Kim WB, Kim WK. Behavior and Strength of Wall-Slab Connection in SC Structure. Journal of Korean Society of Steel Construction. 2008 Apr;20(2):347- 354.
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Lee SJ, Kim WK. Damping Ratios for Seismic Design of SC Structures. Journal of Korean Society of Steel Construction. 2010 Oct;22(5):487-496.
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Gardner A.P, Goldsworthy H.M. Experimental investigation of the stiffness of critical components in a moment-resisting composite connection. Journal of Constructional Steel Research. 2005 Nov; 61:709-726.
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Jang BR, Shim HJ, Kim YI, Chung JA, Oh YS, Kim SS, Choi BJ, Lee ET. Structural Performance Evaluation of Seismic Wide-flanged Beam-to-Rectangular Steel Tube Column Connection Details. Journal of Korean Society of Steel Construction. 2010 Aug;22(4):305-312.
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Kim YJ, Chae YS, Shin KJ, Oh YS, Moon TS. Experimental Investigation on Deformation Capacity of CFT Column to H-steel Beam Connections. Journal of Korean Society of Steel Construction. 2004 Feb; 16(1):113-121.
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Seo SY, Jung JA, Choi SM, Kim SY. Seismic Behavior of H shaped Beam to Square Column Connection with Outer Diaphragm Using Field Welding. Journal of Korean Society of Steel Construction. 2005 Aug;17(4):459-467.
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Shim HJ, Jang BR, Chung JA, Lee ET. Performance Evaluation of Connection of Seismic Rectangular Steel Tube Column-H Beam Using One-side Bolts. Journal of Korean Society of Steel Construc tion. 2010 Aug;22(4):355-363.
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Shin KJ, Kim YJ, Oh YS, Moon TS. Behavior of welded CFT column to beam connections with external stiffeners. Engineering Structure. 2004 Jun;26:1877-1887.
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Wang J, Chen X, Shen J. Performance of CFTST column to steel beam joint with blind bolts under cyclic loading. Thin-Walled Structures. 2012 Jun;60:69-84.
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Wang J, Zhang L, B.F. Spencer Jr. Seismic response of extended end plate joints to concrete-filled steel tubular columns. Engineering Structures. 2013 Jan;49;876-892.
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Kim TJ, Park JW, Cho JH, Kim HD. Seismic Performance Evaluation of Welded Beam-Column Connections Fabricated with SHN Steel Sections. Journal of Korean Society of Steel Construction. 2008 Dec;20(6):829-838.
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Kim SH, Lee SH, Kim JH, Kim DJ, Choi SM. An Experimental Study on the Hysteresis Behavior of WUF-B Beam-Column Connection using SN Steel. Journal of Korean Society of Steel Construction. 2008 Dec;20(6):807-815.
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Architectural Institute of Korea. Korean Building Code and Commentary. KBC2009, AIK. c2009.
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Lee SH, Lee SJ, Yang IS, Kim JH, Choi SM. An Experimental Study on Structural Characteristics of Beam-to-Column Connections with Plastic Deformation in the End-Plate. Journal of Korean Society of Steel Construction. 2009 Dec;21(6):585-596.
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American Institute of Steel Construction ,Inc. Steel Construction Manual. 14th Edition c2011.
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Korea Electric Association. Korea Electric Power Industry Code-SNG Steel-Plate Concrete. KEPIC-SNG, KEA. c2010.
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Federal Emergency Management Agency. Prestandard and Commentary for the Seismic Rehabilitation of Buildings. FEMA356, Washington, DC.
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