참고문헌
- 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. Thesis, 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)
- 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. (2002) Ultimate Strength Prying Models for Bolted T-stub Connections, Engineering Journal, AISC, Vol.39, No.3, pp.136-147.
- 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 the Design and Analysis of Hanger-type Connections, Engineering Journal, AISC, Vol.22, No.2, pp.63-66.
- Kulak, G.L., Fisher, J.W., and Struik, J.H.A. (2001) Guide To the Design Criteria for Bolted and Riveted Joints, 2nd Ed., American Institute of Steel Construction, Wiley, New York.
- 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., Park, J.H., Kim, H.G., and Back, M.C. (2013). A Prying Action Force and Contact Force Estimation Model for a T-Stub Connection with High-Strength Bolts, Journal of Asian Architecture and Building Engineering, JAABE, Vol.12, No.2, pp.309-316. https://doi.org/10.3130/jaabe.12.309
- Faella, C., Piluso, V., and Rizzano, G. (2000) Structural steel semi-rigid connections: Theory, design, and software, CRC Press.
- 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)
- 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.
- 양재근, 김윤, 박재호(2012) 상.하부 스플릿 T 접합부의 초기회전강성 예측모델, 한국강구조학회논문집, 한국강구조학회, 제24권, 제3호, pp.279-287 (in Korean). 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
- Richard, R.M. and Abbott, B.J. (1975) Versatile elasticplastic stress-strain formula, Journal of Engineering Mechanics Division, ASCE, 101(EM4), pp.511-515.
- Richard, R.M., Hsia, W.K., and Chmielowiec, M. (1988) Derived moment-rotation curves for double-framing angles, Computers and Structures, Vol.3, pp.485-94.
- Jaspart, J.P., and Maquoi, R. (1991) "Plastic capacity of end-plate and flange cleated connections: Prediction and design rules, Pittsburgh, USA: Second International Workshop on Connections in Steel Structures.
- 양재근, 김주우, 김윤(2012) 상.하부 스플릿 T 접합부의 휨강도 설계식, 한국강구조학회논문집, 한국강구조학회, 제24권, 제5호, pp.511-520. Yang, J.G., Kim, J.W., and Kim, Y. (2012) Design Formula for the Flexural Strength of a Double Split Tee Connection, Journal of Korean Society of Steel Construction, KSSC, Vol.24 No.5, pp.511-520 (in Korean). https://doi.org/10.7781/kjoss.2012.24.5.511
- 양재근, 백민창(2013) 고력볼트로 체결된 T-stub의 지레작용력 및 부재 접촉력 예측모델, 한국강구조학회논문집, 한국강구조학회, 제25권, 제4호, pp.409-419 (in Korean). Yang, J.G. and Beak, M.C. (2013) Prediction Models for the Prting 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). https://doi.org/10.7781/kjoss.2013.25.4.409
- Girao Coelho, A.M., Simoes da Silva, L., and Bijlaard, F.S.K. (2004) Characterization of The Nonlinear Behavior 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)
- 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
- 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, Proceedings of EUROSTEEL 2008, Graz, Austria, pp.501- 506.
- Stankiewicz, B. (2002) Experimental Tests of T-stub Joints and Refined Finite Element Method Computer Model. Proceedings of EUROSTEEL 2002, Coimbra, Portugal.
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