1 |
김종락, 김상섭, 이철호, 이은택, 백기열(2008) 600MPa급 (SM 570 TMC) 강재의 소재 및 용접특성에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제20권, 제6호(통권 97호), pp.773-781.
과학기술학회마을
|
2 |
김우범, 신경재, 최형화(2011) 거셋플레이트-원형강관 접합부의 극한내력 도출에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제23권, 제5호(통권 114호), pp.523-533.
과학기술학회마을
|
3 |
대한건축학회(2009) 국토해양부고시 건축구조설계기준 및 해설 (KBC 2009), 기문당.
|
4 |
이수헌, 신경재, 이희두, 김우범(2012) 고강도 원형강관의 길이 방향 거셋플레이트 접합부 실험 및 해석, 한국강구조학회논문집, 한국강구조학회, 제24권, 제1호(통권 116호), pp.35-46.
|
5 |
포항산업과학연구원(2010) 차세대 초대형 구조물용 강재의 구조화 기술개발, 연구보고서, 지식경제부.
|
6 |
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).
|
7 |
AISC (2005) Steel Construction Manual, 13th Edition, American Institute of Steel Construction, USA.
|
8 |
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.
DOI
ScienceOn
|
9 |
Hibbitt, Karlsson & Sorensen, Inc (2000) ABAQUS/ CAE User's Manual, Version 6.1, USA.
|
10 |
Hibbitt, Karlsson & Sorensen, Inc (1998a) ABAQUS/ Standard User's Manual, Version 5.8, USA.
|
11 |
Hibbitt, Karlsson & Sorensen, Inc (1998b) ABAQUS/ Viewer user's manual. Version 0, USA.
|
12 |
IIW (2008) Static design procedure for welded hollow section joints-Recommendations, 3rd edition, International Institute of Welding, IIW Doc.XV-1281-08, Austria.
|
13 |
Kurobane, Y. (2002) Connection in tubular structures, Progress in Structural Engineering and Materials, Vol. 4, No. 1, pp.35-45.
|
14 |
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.
DOI
ScienceOn
|
15 |
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.723-731.
|
16 |
Lu, L.H., Winkel, G.D. de, Yu, Y., and Wardenier, J. (1994) Deformation limit for the ultimate strength of hollow section joints, Proc. 6th International Symposium on Tubular Structures, Tubular Structures VI, pp.341-347.
|
17 |
Packer, J.A. and Henderson, J.E. (1992) Design guide for hollow structural Section connections, Canadian Institute of Steel Construction(CISC).
|
18 |
Seay, P.A. (1998) Finite element analysis of geotextile tubes. M.S. thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA.
|
19 |
Wardenier, J. (1982) Hollow Section Joints, Delft University Press.
|
20 |
Wardenier, J. (2001) Hollow Sections in Structural Applications, Commite International pour le Dee veloppement et l'Etude de la Construction Tubulaire(CIDECT).
|
21 |
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.
|
22 |
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.
|