1 |
전성삼(2010) 3차원 비선형 유한요소 해석을 통한 무보강 탑- 시트 앵글 접합부의 초기강성 및 소성모멘트 저항능력 예측, 석사학위논문, 인하대학교.
|
2 |
최정환(2012) 지레작용효과를 고려한 T-stub의 초기인장강성 및 한계인장하중 예측을 위한 해석모델, 석사학위논문, 인하대학교.
|
3 |
Astaneh, A. (1985) Procedure For Design and Analysis of Hanger-Type Connections, Engineering Journal, AISC, Vol. 22, No. 2, pp.63-66.
|
4 |
Faella, C., Piluso, V., and Rizzano, G. (2000) Structural steel semi-rigid connections: Theory design, and software, CRC Press
|
5 |
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.
|
6 |
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
DOI
ScienceOn
|
7 |
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
|
8 |
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.
DOI
|
9 |
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.
DOI
ScienceOn
|
10 |
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.
DOI
ScienceOn
|
11 |
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.
|
12 |
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.
|
13 |
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.
|
14 |
Richard, R.M. and Abbott, B.J. (1975) Versatile elastic-plastic stress-strain formula, Journal of Engineering Mechanics Division, ASCE, Vol. 101(EM4), pp.511-515
|
15 |
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
|
16 |
Stankiewicz, B. (2002) Experimental Tests of T-stub Joints and Refined Finite Element Method Computer Model, EUROSTEEL 2002, Coimbra, Portugal
|
17 |
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
|
18 |
Swanson, J.A. (2002) Ultimate Strength Prying Models for Bolted T-stub Connections, Engineering Journal, AISC, Vol. 39, No. 3, pp.136-147.
|
19 |
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.
DOI
ScienceOn
|
20 |
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.
DOI
ScienceOn
|
21 |
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
DOI
ScienceOn
|
22 |
Thornton, W.A. (1985) Prying Action: A general treatment, Journal of Environmental Engineering, AISC, Vol. 22, pp.67-75
|
23 |
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, Proc. 6th International Symposium on Steel Structures, KSSC, Korea, pp.1086-1092.
|