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An Experimental Study on Shear Strength of RCS System Beam-Column Jointswith Various Transverse Beam Sections  

An, Jae-Hyeok (부경대학교 대학원)
Park, Cheon-Seok (부경대학교 건축학부)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.10, no.6, 2006 , pp. 197-204 More about this Journal
Abstract
Recently, in order to realization of construction and economical saving, various studies are progressing. Also, the study on RCS system which is consisted of reinforced concrete column and steel beam is progressing actively. Actually, however, resisting mechanism of panel zone is influenced by transverse beams when the stress transfers inner panel to outer panel but existing literature didn't reflect the effect of transverse beams. This paper is to analyze the test result of five inner beam-column joints specimen with a variable such as web, flange thickness of transverse beam and face bearing plate(FBP) for RCS systems were tested under cyclic loadings conforming to NEHRP recommendation to investigate the effect of transverse beams and the structural performance of beam-column joints. From the test result, it was shown that transverse beams are effective to enhance the shear strength and structural performance of beam-column joints.
Keywords
Beam-Column joins of RCS system; Transverse beam; Shear strength;
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1 최완철, "콘크리트 기둥/철골보 합성구조의 최근연구", 대한건축학회학술발표논문집, 제17권 제2호, 1997.10, pp.1207-1212.
2 Deierlein, G.G. et. al., "Beam-Column Moment Connections for Composite Frames", Journal of Structural Engineering, Vol. 115, No.11, Nov., 1989, pp.2877-2895.   DOI
3 최근도 외, "자주식 띠근을 이용한 RCS 보-기둥 접합부의 거동에 관한 실험적 연구", 대한건축학회학술발표논문집, 제22권 제1호, 2002.4, pp.95-98.
4 ASCE Task Committee on Design Criteria for Composite Structuere in Steel and Concrete., "Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns", Journal of Structural Engineering, Vol.120, No.8, Aug., 1994, pp.2331-2557.
5 삼성물산(주) 건설부문, "LC Frame을 이용한 복합화 공법의 개발 및 성능 평가", 1999.
6 Gustavo Parra-Montesinos, James K. Wight., "Seismic Response Exterior RC Column- to-Steel Beam Connections", Journal of Structural Engineering, Vol.126, No.10, Oct., 2000, pp.1113-1121.   DOI   ScienceOn
7 Gustavo Parra-Montesinos, James K. Wight., "Modeling Shear Behavior of Hybrid RCS Beam-Column Connections", Journal of Str uctural Engineering, Vol.127, No.1, Jan., 2001, pp.3-11.   DOI
8 渡邊一弘 외, "柱RC造.梁S造接合部のせん斷耐力にする實驗的硏究",コンクリート工學年次論文報告集, Vol.17, No.2, 1995, pp.1059-1064.
9 ASCE-ACI Committee 445 on Shear and Torsion, "Recent Approaches to Shear Design of Structural Concrete", Journal of Structural Engineering, Vol.124, No.11, Dec., 1998, pp.1375-1417.   DOI
10 Wakabayashi, M., Minami, K., and Nishimur a, Y, "Load Carring Capacity of Composite Exterior Joint with Steel Beam", Trans actions of The Japan Concrete Institute, Vol.5, 1983, pp.339-346.
11 김광연, "RC기둥과 S보 혼합구조 접합부의 전단내력에 관한 연구", 대한건축학회학술발표논문집, 제15권 제10호, 1999.10, pp.55-62.
12 Kanno. R., "Strength, Deformation and Seis mic Resistance of Joints between Steel Bea ms and Reinforced Concrete Columns", Vo l.1,2, Cornell University, 1993.