1 |
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, International Journal of Steel Structures, KSSC, Vol.26, No.2, pp.133-142.)
|
2 |
Faella, C., Piluso, V., and Rizzano, G. (2000) Structural Steel Semi-Rigid Connections: Theory, design, and software, CRC Press.
|
3 |
양재근, 최정환, 김현광, 박재호(2012) 무보강 상.하부 ㄱ형강 접합부의 소성휨모멘트 저항능력 예측을 위한 실험 및 해석적연구, 한국강구조학회논문집, 한국강구조학회, 제23권, 제5호, pp.547-555. (Yang, J.G., Choi, J.H., Kim, H.K., and Park, J.H. (2012) International Journal of Steel Structures, KSSC, Vol.23, No.5, pp.547-555.)
|
4 |
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.
|
5 |
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
|
6 |
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
|
7 |
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
|
8 |
Thornton, W.A. (1985) Prying Action: A General Treatment, Journal of Environmental Engineering, AISC, Vol.22, pp.67-75.
|
9 |
양재근, 이형동, 김용범, 배다솔(2015) 전단탭이 없는 상.하부 스플릿 티 접합부의 접합상세 제안, 한국강구조학회, KSSC, 제27권, 제5호, pp.423-433. (Yang, J.G., Lee, H.D., Kim, Y.B., and Pae, D.S. (2015) Proposal of Connection Details for a Double Splte Tee Connection Without a Shear tab, International Journal of Steel Structures, KSSC, Vol.27, No.5, pp.423-433.)
|
10 |
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
|
11 |
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
|
12 |
Stankiewicz, B. (2002) Experimental Tests of T-stub Joints and Refined Finite Element Method Computer Model, EUROSTEEL 2002, Coimbra, Portugal.
|
13 |
Richard, R.M., Hsia, W., and Chmielowiec, M. (1988) Derived Moment-Rotation Curve for Double-Framing Angles, Comput. & Struct, Elsevier Science Ltd., 3, pp.485-494
|