References
- 대한건축학회(2009) 국토해양부고시 건축구조설계기준 및 해설 (KBC 2009), 기문당.
- 日本建築學會(2002) 鋼管構造設計施工指針.同解說, 日本建築學會(Architectural Institute of Japan, AIJ).
- AISC (2005) Steel Construction Manual, 13th Edition, American Institute of Steel Construction, USA.
- Choo, Y.S., Qian, X.D., Liew, J.Y.R., and Wardenier, J. (2003) Static strength of thick-walled CHS X-joints: Part I. New approach in strength definition, Journal of Constructional Steel Research, Vol. 59, No. 10, pp. 1201-1228. https://doi.org/10.1016/S0143-974X(03)00054-3
- Hibbitt, Karlsson & Sorensen, Inc (2000) ABAQUS/ CAE User's Manual, Version 6.1, USA.
- Hibbitt, Karlsson & Sorensen, Inc (1998a) ABAQUS/ Standard User's Manual, Version 5.8, USA.
- Hibbitt, Karlsson & Sorensen, Inc (1998b) ABAQUS/ Viewer user's manual. Version 0, USA.
- IIW (2008) Static design procedure for welded hollow section joints-Recommendations, 3rd edition, International Institute of Welding, IIW Doc. XV-1281-08, Austria.
- Kurobane, Y. (2002) Connection in tubular structures, Progress in Structural Engineering and Materials, Vol. 4, No. 1, pp. 35-45.
- Lee, M.M.K. and Wilmshurst, S.R. (1995) Numerical modelling of CHS joints with multiplanar double-K configuration, Journal of Constructional Steel Research, Vol. 32, No. 3, pp. 281-301. https://doi.org/10.1016/0143-974X(95)93899-F
- Lu, L.H., Puthli, R.S., and Wardenier, J. (1993) Semi-rigid connections between plates and rectangular hollow section columns, Proceedings 5th International Symposium on Tubular Structures, Tubular Structures V, pp. 723-740.
- Lu, L.H., Winkel, G.D. de, Yu, Y., and Wardenier, J. (1994) Deformation limit for the ultimate strength of hollow section joints, Proceedings 6th International Symposium on Tubular Structures, Tubular Structures VI, pp. 341-347.
- Packer, J.A. and Henderson, J.E. (1992) Design guide for hollow structural Section connections, Canadian Institute of Steel Construction(CISC).
- Seay, P.A. (1998) Finite element analysis of geotextile tubes. M.S. thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA.
- Wardenier, J. (1982) Hollow Section Joints, Delft University Press.
- Wardenier, J. (2001) Hollow Sections in Structural Applications, Commite International pour le Developpement et l'Etude de la Construction Tubulaire(CIDECT).
- Wardenier, J., Kurobane, Y., Packer, J.A., Vegte, G.J. van der., and Zhao, X.-L. (2008) Design Guide for Circular Hollow Section (CHS) Joints under Predominantly Static Loading, 2nd Edition, Commite International pour le Developpement et l'Etude de la Construction Tubulaire/LSS Verlag(CIDECT), Verlag TUV Rheinland.
- Winkel, G.D., Rink, H.D., Puthli, R.S., and Wardenier, J. (1993) The behaviour and static strength of plate to circular column connections under multiplanar axial loadings, Proc. 5th International Symposium on Tubular Structures, Tubular Structures V, pp. 703-711.
Cited by
- Numerical analysis on dynamic stress and vibration for tubular joints of welded steel pipes under axial loads vol.19, pp.6, 2017, https://doi.org/10.21595/jve.2017.18265
- Behavior of plate-to-circular hollow section joints of 600 MPa high-strength steel vol.12, pp.4, 2012, https://doi.org/10.1007/s13296-012-4002-6
- 고강도 원형강관의 직각방향 거셋플레이트 접합부 실험 및 해석 vol.24, pp.2, 2012, https://doi.org/10.7781/kjoss.2012.24.2.163
- 원형강관 X-이음 트러스접합부의 압축 주강관소성화 평가 vol.27, pp.5, 2015, https://doi.org/10.7781/kjoss.2015.27.5.447
- Numerical Study on the Deformation Behavior of Longitudinal Plate-to-High-Strength Circular Hollow-Section X-Joints under Axial Load vol.9, pp.19, 2012, https://doi.org/10.3390/app9193999
- P - M Interactive Strength of Steel Plate-to-CHS X-Joints Including 600 MPa Tensile Strength Steel vol.32, pp.6, 2012, https://doi.org/10.7781/kjoss.2020.32.6.385