참고문헌
- 대한건축학회(2005), 건축구조설계기준, 기문당
- 양재근, 홍갑표, 이수권, 하수영(1999) 더블앵글 접합부의 3차원 유한요소해석과 2차원 단순해석모델, 대한건축학회 논문집, Vol. 15, No. 12, pp. 41-48
- 홍갑표, 양재근, 이수권, 송병주(1999) 축방향 인장력을 받는 더블 앵글 접합부의 비탄성 거동에 관한 연구, 대한건축학회 논문집, Vol. 15, No. 11, pp. 45-52
- 홍갑표, 양재근, 이수권, 송병주(2000) 축방향 인장력을 받는 더블 앵글 접합부의 단순모형에 관한 연구, 한국강구조학회 논문집, Vol. 12, No. 1, pp. 75-82
- American Institute of Steel Construction Inc.(2001) Manual of Steel Construction, 3rd Ed., Volumes 1 and 2, Chicago
- Astaneh, A(1985) Procedure for Design and Analysis of Hanger-type Connections, Engineering Journal, AISC, Vol. 22 No. 2, pp. 63-6
- Chen, W. F.(1987) Joint Flexibility in Steel Frames, Elsevier Applied Science
- Chen, W. F., Lui, E. M.(1991) Stability Design of Steel Frames, CRC Press
- Faella, C., Piluso, V., Rizzano, G.(2000) Structural Steel Semirigid Connections : Theory, Design and Software, CRC Press
- Hong, K., Yang, J. G., Lee, S. K.(2001) Parametric Study of Double Angle Framing Connections Subjected to Shear and Tension, J Construct Steel Res, Vol. 57, No. 9, pp. 997-1013 https://doi.org/10.1016/S0143-974X(01)00019-0
- Lorenz, R. F., Kato, B., Chen, W. F.(1992) Semi-rigid Connections in Steel Frames CTBUH. McGraw-Hill
- Richard, R. M., Abbott, B. J.(1975) Versatile Elastic-Plastic Stress-Strain Formula, J Eng Mech Div, ASCE, Vol. 101(EM4), pp.511-5
- Richard, R. M., Hsia, W. K., Chmielowiec, M.(1988) Derived Moment Rotation Curves for Double Framing Angles, Comput & Struct, Vol. 30, pp.485-94 https://doi.org/10.1016/0045-7949(88)90281-7
- Stefano, De., Astaneh, A.(1991) Axial Force- Displacement Behavior of Steel Double Angles, J Construct Steel Res, Vol. 20, pp.161-81 https://doi.org/10.1016/0143-974X(91)90030-5
- Salmon, C.G., Johnston, J. E.(1998) Steel Structures: Design and Behavior, 4th Ed., Harper Collins
- Thornton, W. A.(1985) Prying Action-A General Treatment, Engineering Journal, AISC, Vol. 22, No. 2, pp. 67-75
- Thornton, W. A.(1992) Strength and Serviceability of Hanger Connections, Engineering Journal, AISC, Vol. 29, No. 4, pp. 145-149
- Thornton, W. A.(1996) A Rational Approach to Design of Tee Shear Connections, Engineering Journal, AISC, Vol. 33, No. 1, pp. 34-37
- Thornton, W. A.(1997) Strength and Ductility Requirements for Simple Shear Connection with Shear and Axial Load, Proceedings of National Steel Construction Conference, AISC, pp. 38-1-38-17
- Yang, J. G., Murray, T. M., Plaut, R. H.(2000) Three- Dimensional Finite Element Analysis of Double Angle Connections Under Tension and Shear, J Construct Steel Res, Vol. 54, No.2, pp. 227-244 https://doi.org/10.1016/S0143-974X(99)00048-6