Cyclic Seismic Testing of Concrete-filled U-shaped Steel Beam-to-Steel Column Connections |
Park, Hong-Gun
(서울대학교 건축학과)
Lee, Cheol-Ho (서울대학교 건축학과) Park, Chang-Hee (서울대학교 건축학과) Hwang, Hyeon-Jong (서울대학교 건축학과) Lee, Chang-Nam ((주)센구조연구소) Kim, Hyoung-Seop ((주)센구조연구소) Kim, Sung-Bae ((주)센구조연구소) |
1 | 김성배, 함정태, 이창남, 김상섭(2006) SRC 기둥-TSC 보접합부의 거동에 관한 연구, 대한건축학회논문집, 대한건축학회, 제22권, 제6호, pp.55-62. 과학기술학회마을 |
2 | 대한건축학회(2010) 건축구조기준 및 해석 (KBC2009) 기문당. |
3 | 황현종, 박홍근, 이철호, 박창희, 이창남, 김형섭, 김성배 (2011) 콘크리트채움 U형 강재보-콘크리트 기둥 접합부의 내진성능, 한국강구조학회논문집, 한국강구조학회, 제23권, 제1호, pp.83-97. |
4 | American Concrete Institute (ACI). (2008) Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary, ACI Committee 318. |
5 | American Institute of Steel Construction (AISC). (2005) Seismic provisions for structural steel buildings, Chicago |
6 | Anderson, D.and Najafi, A.A.(1994) Performance of Composite Connections: Major Axis End Plate Joints, Journal of Constructional Steel Research, ELSEVIER, Vol.31, No.1, pp.31-57. DOI ScienceOn |
7 | Leon,R.T.(1990) Semi-Rigid Composite Construction, Journal of Constructional Steel Research, ELSEVIER, Vol.15, No.1, pp.99-120. DOI ScienceOn |
8 | Leon,R.T.(1998) Composite connections,Structural Engineering and Materials, Construction Research Communications, Vol.1, No.2, pp.159-169. |
9 | Park, R. (1988) State-of-the Art Report: Ductility Evaluation from Laboratory and Analytical Testing, Proceedings of 9th World Conferenceon Earthquake Engineering, Vol.8, pp.605-616 |
10 | Vasdravellis, G.,Valente, M., and Castiglioni,C.A.(2009) Dynamic response of composite frames with differentshear connection degree, Journal of Constructional Steel Research, ELSEVIER, Vol. 65, No.10, pp.2050-2061. DOI ScienceOn |
11 | Xiao, Y., Choo, B.S., and Nethercot, D.A. (1994) Composite Connections in Steeland Concrete.I. Experimental Behavior of Composite Beam-Column Connections, Journal of Constructional Steel Research, ELSEVIER, Vol.31, No.1, pp.3-30. DOI ScienceOn |