References
- Kaehler, R.C., White, D.W., and Kim, Y.D. (2011) Frame Design Using Web-Tapered Members AISC Design Guide 25, American Institute of Steel Construction, Chicago, IL.
- Murray, T.M. (1990) Extended End-Plate Moment Connections AISC Design Guide 4, American Institute of Steel Construction, Chicago, IL.
- Thomas Murray and Lee Shoemaker (2010) Flush and Extended Multiple-Row Moment End-Plate Connections, Steel Design Guide 16., American Institute of Steel Construction, Chicago, IL.
- ECCS CECM EKS (1992) Design of Composite Joints for Buildings 109, ECCS.
- The British Constructional Steelwork Association and The Steel Construction Institute (1995) Joints in Steel Construction, Moment Connections. BCSA/SCI Publication P207. London, Ascot, SCI.
- 대한건축학회(2009) 건축구조기준(KBC 2009), 제7장 강구조, 기문당. Architectural Institute of Korea (2009) Korea Building Codes, AIK (in Korean).
- AISC (2010) Load and Resistance Factor Design Specification for Structural Steel Buildings, 14th Ed., American Institute of Steel Construction, Chicago, IL.
- Srouji, R., Kukreti, A.R., and Murray, T.M. (1983) Yield-Line Analysis of End-Plate Connections with Bolt Force Predictions, Research Report FSEL/MBMA 83-05, Fears Structural Engineering Laboratory, University of Oklahoma, Norman, OK.
- Kennedy, N.A., Vinnakota, S., and Sherbourne, A.N. (1981) The Split-Tee Analogy in Bolted Splices and Beam-Column Connections, Proceedings of the International Conference on Joints in Structural Steelwork, pp.2138-2157.
- FEMA (2000) Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, Program to Reduce the Earathquake Hazards of Steel Moment Frame Structures, FEMA 350, Fedral Emergency Management Agency, Washington, D.C.
- Murray, T.M. and Shoemaker, W.L. (2002) Flush and Extended Multiple-Row Moment End-Plate Connections, AISC Design Guide No.16, American Institute of Steel Construction, Chicago, IL.
- Mazzolani, F.M. and Piluso, V. (1996) Theory and Design of Seismic Resistant Steel Frames, E&FN SPON, pp.254-260.
- Richard et al. (1988) Derived moment-rotation curve for double-framing angles, Comput & Struct, Elsevier Science Ltd., Vol.30, No.3, pp.485-494. https://doi.org/10.1016/0045-7949(88)90281-7
- 김희동, 양재근, 이재윤, 이형동(2014) 상.하부 T-stub 접합부의 초기회전강성 평가, 한국강구조학회논문집, 한국강구조학회, 제26권, 제2호, pp.133-142. Kim, H.D., Yang, J.G., Lee, J.Y., and Lee, H.D. (2014) Evaluation of the Initial Rotational Stiffness of a Double Split Tee Connection, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.2, pp.133-142 (in Korean).
- Hendrick, D., Kukreti, A.R., and Murray, T.M. (1984) Analytical and Experimental Investigation of Stiffened Flush End-Plate Connections with Four Bolts at the Tension Flange. University of Oklahoma, Norman.
- Meng, Ronald L. (2006) Design of Moment End-Plate Connections for Seismic Loading, Virginia Tech.
- 양재근, 백민창, 이재윤, 이형동(2014) SMA 강봉으로 체결된 T-stub의 에너지 소산능력, 한국강구조학회논문집, 한국강구조학회, 제26권, 제3호, pp.231-240. Yang, J.G., Baek, M.C., Lee, J.Y., and Lee, H.D. (2012) Energy Dissipation Capacity of the T-stub Fastened by SMA bars, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.3, pp.231-240 (in Korean).
- 양재근, 백민창(2013) 고력볼트로 체결된 T-stub의 지레작용력 및 부재 접촉력 예측모델, 한국강구조학회논문집, 한국강구조학회, 제25권, 제4호, pp.409-419. Yang, J.G. and Baek, M.C. (2013) Prediction Models for the Prying Action Force and Contact Force of a T-stub Fastened by High-Strength Bolts, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.4, pp.409-419 (in Korean).