References
- FEMA-350 (2000) Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
- FEMA-355D (2000) State of the Art Report on Connection Performance, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
- Swanson, J.A. (1999) Characterization of the Strength, Stiffness, and Ductility Behavior of T-stub Connections, Ph. D. Dissertation, Georgia Institute of Technology, Atlanta, USA.
- Swanson, J.A. and Leon, R.T. (2000) Bolted steel connections: Tests on T-stub components, Journal of Structural Engineering, ASCE, Vol. 126, No. 1, pp.50-56. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:1(50)
- Girao Coelho, A.M., Simoes da Silva, L., and Bijlaard, F.S.K. (2004) Characterization of The Nonlinear Behaviour of Single Bolted T-stub Connections, Proceedings of The Fifth International Workshop on Connections : Connections in Steel Structures, Behavior, Strength and Design, AISC- ECCS, Amsterdam, pp.53-120.
- Girao Coelho, A. M., Simoes da Silva, L. and Bijlaard, F.S.K. (2006) Finite-Element Modeling of the Nonlinear Behavior of Bolted T-stub Connections, Journal of Structural Engineering, ASCE, Vol. 132, No. 6, pp.918-928 https://doi.org/10.1061/(ASCE)0733-9445(2006)132:6(918)
- Faella, C., Piluso, V., and Rizzano, G. (2000) Structural steel semi-rigid connections: Theory, design, and software, CRC Press
- Kulak, G. L., Fisher, J. W. and Struik, J. H. A. (2001). Guide To Design Criteria For Bolted and Riveted Joints 2nd Ed., American Institute of Steel Construction, Wiley, New York.
- Piluso, V., Faella, C., and Rizzano, G. (2001) Ultimate Behavior of Bolted T-stubs. I : Theoretical Model, Journal of Structural Engineering, ASCE, Vol. 127, No. 6, pp.686-693. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(686)
- Piluso, V., Faella, C., and Rizzano, G. (2001) Ultimate Behavior of Bolted T-stubs. II : Model Validation, Journal of Structural Engineering, ASCE, Vol. 127, No. 6, pp.694-704. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(694)
- Swanson, J.A. (2002) Ultimate Strength Prying Models for Bolted T-stub Connections, Engineering Journal, AISC, Vol. 39, No. 3, pp.136-147.
- Lemonis, M.E. and Gantes, C.J. (2006) Incremental Modeling of T-Stub Connections, Journal of Mechanics of Materials and Structures, Vol. 1, No. 7, pp.1135-1159. https://doi.org/10.2140/jomms.2006.1.1135
- Piluso, V., Rizzano, G., and Sabatino, R. (2008) Prediction of Ultimate Behaviour of Bolted T-stubs : Influence of Bolt Preloading, EUROSTEEL 2008, Graz, Austria, pp.513-518.
- Piluso, V., Rizzano, G., and Sabatino, R. (2009) Influence of Bolt Preloading and Flexural Effects on the Ultimate Behaviour of Bolted T-stubs, Proceedings of ICASS '09 - Sixth International Conference on Advances in Steel Structures, Hong Kong.
- Stankiewicz, B. (2002) Experimental Tests of T-stub Joints and Refined Finite Element Method Computer Model, EUROSTEEL 2002, Coimbra, Portugal.
- Swanson, J.A. and Leon, R.T. (2001) Stiffness Modeling of Bolted T-stub Connection Components, Journal of Structural Engineering, ASCE, Vol. 127, No. 5, pp.498-505. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:5(498)
- Swanson, J.A., Kokan, D.S., and Leon, R.T. (2002) Advanced Finite Element Modeling of Bolted T-stub Connection Components, Journal of Constructional Steel Research, Elsevier, Vol. 58, No. 5, pp.1015-1031. https://doi.org/10.1016/S0143-974X(01)00098-0
- Astaneh, A. (1985) Procedure For Design and Analysis of Hanger-Type Connections, Engineering Journal, AISC, Vol. 22, No. 2, pp.63-66.
- Thornton, W.A. (1985) Prying Action: A general treatment, Journal of Environmental Engineering, AISC, Vol. 22, pp.67-75.
- Yang, J.G., Park, J.H., Choi, J.H., and Kim, S.M. (2011) Characteristic Behavior of a T-stub Connection Under Shear, Including the Effects of Prying Action and Bolt Pretension, The 6th International Symposium on Steel Structures, KSSC, Korea, pp.1086-1092.
- Yang, J.G., Kim, H.K., and Park, J.H. (2012) Analytical Models for the Initial Axial Tensile Stiffness and Ultimate Tensile Load of a T-Stub, Including the Effects of Prying Action, International Journal of Steel Structures, KSSC, (inreviewing process).
- 양재근, 김윤, 박재호 (2012) 상.하부 스플릿 T 접합부의 초기회전강성 예측모델, 한국강구조학회논문집, 한국강구조학회, 제24권, 제3호, pp.279-287. Yang, J.G., Kim, Y. and Park J.H. (2012) Prediction model for the initial rotational stiffness of a double split T connection, Journal of Korean Society of Steel Construction, KSSC, Vol. 24, No. 3, pp. 279-287 (in Korean). https://doi.org/10.7781/kjoss.2012.24.3.279
- Reinosa, J.M., Loureiro, A., Gutierrez R., and Moreno, A. (2008) Nonlinear Elastic-Plastic 3D Finite Element Modeling - Top and Seat Angle Connection with Double Web Angle, EUROSTEEL 2008, Graz, Austria, pp.501-506.
- 최정환 (2012) 지레작용효과를 고려한 T-stub의 초기인장강성 및 한계인장하중 예측을 위한 해석모델, 석사학위논문, 인하대학교. Choi, J.H. (2012) Analytical Models for the Initial Axial Tensile Stiffness and Ultimate Tensile Load of a T-Stub, Including the Effects of Prying Action, Master's Thesis, Inha University, Korea (in Korean).
Cited by
- Monotonic and Hysteresis Behavior of Semirigid CFT Column-to-Beam Connections with a Top-Seat Angle vol.26, pp.3, 2014, https://doi.org/10.7781/kjoss.2014.26.3.191
- A Study on Beam-to-Column Connections with Plate Type Energy Absorption System vol.25, pp.1, 2013, https://doi.org/10.7781/kjoss.2013.25.1.103
- Evaluation of the Initial Rotational Stiffness of a Double Split Tee Connection vol.26, pp.2, 2014, https://doi.org/10.7781/kjoss.2014.26.2.133
- CFT 합성골조의 내진성능을 위한 스마트 반강접합의 이력거동 vol.27, pp.1, 2012, https://doi.org/10.7781/kjoss.2015.27.1.099