1 |
대한건축학회(2009) 건축구조기준 및 해설. Architectural Institute of Korea (2009) Korean Building Code 2009.
|
2 |
김우범, 박현호(2012) 단부 구속을 받는 리브 보강 플레이 트 원형강관 X형 접합부의 극한내력 도출에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제24권, 제4호, pp. 383-398. Kim, W.B. and Park, H.H. (2012) Study on the Ultimate Strength of Gusset Plate-Circular Hollow Section(CHS) Joint Stiffened with Rib-plate by End Restraint, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.4, pp.383-398 (in Korean).
|
3 |
이수헌, 신경재, 이희두, 김우범(2012) 고강도 원형강관의 길이방향 거셋플레이트 접합부 실험 및 해석, 한국강구조학회논문집, 한국강구조학회, 제24권, 제1호, pp.35-46. Lee, S.H., Shin, K.J., Lee, H.D., and Kim, W.B. (2012) Test and Analysis on the Longitudinal Gusset Plate Connection to Circular Hollow Section (CHS) of High Strength, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.1, pp.35-46 (in Korean).
|
4 |
이철호(2014) 초고층빌딩시공기술연구단 1세부 고성능재료기술개발 자체평가 보고서. Lee, C.H. (2014) Super-Tall Building Construction Technology Research Center, high-performance material technology report .
|
5 |
한국강구조학회(2014) HSA800 강관접합부 설계지침보고서, 12월. Korean Society of Steel Construction (2014) Report for Design Guide of HSA800 Hollow Section Connection, December.
|
6 |
AISC (2010) Specification for Structural Steel Buildings.
|
7 |
CIDECT (2010) Hollow sections in structural applications.
|
8 |
ISO14346 (2013) Static design procedure for welded hollow section joints - Recommendations.
|
9 |
Eurocode 3 EN 1993-1-8(2005) Design of steel structures - Part 1-8: Design of Joints.
|
10 |
ANSYS (2010) ANSYS Mechanical APDL Modeling and Meshing Guide.
|
11 |
ANSYS (2013) ANSYS Mechanical APDL Element Reference.
|
12 |
Lu, L.H., de Winkel, G.D., Yu, Y., and Wardenier, J. (1994) "Deformation limit for the ultimate strength of hollow section joints." Proceedings of the 6th International Symposium on Tubular Structures. Melbourne, Australia, A.A. Balkema, pp.341-347.
|
13 |
한국강구조학회(2011) 강구조설계, 구미서관. Korean Society of Steel Construction (2011) Design of Steel Structures, Goomiseogwan.
|
14 |
CIDECT (1998) Static strength of high strength steel tubular joints.
|