Browse > Article
http://dx.doi.org/10.7781/kjoss.2013.25.3.233

Performance Evaluation of Full-scale H-shape Beam-to-Column New-Shape Weak Axis Connection  

Shim, Hyun Ju (Department of Architectural Engineering, Chung-Ang University)
Cho, Han Sol (School of Architecture Engineering, Korea University of Technology & Education)
Kim, Dae Hoi (School of Architecture Engineering, Korea University of Technology & Education)
Kim, Sang Seup (School of Architecture Engineering, Korea University of Technology & Education)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.3, 2013 , pp. 233-242 More about this Journal
Abstract
This paper reports a new beam-to-column connection that is suitable for use in the weak axis of a column. The proposed system mainly uses bolts, and it minimizes the use of welding, which is generally difficult to perform onsite. In this system, a H-shape steel beam is joined to a H-shape steel column by bolted splices at the top flange and without a scallop at the web. The structural performance of the proposed connection was verified through full-scale tests of nine specimens, taking into account the effects of the geometry and arrangement of the plate.
Keywords
weak-axis-column-bending connections; advanced constructability; welding plate; connection type full-scale;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 Harada, Y., Ebato, K., and Morita, K. (2007) Structural performance of web plate of h-section member-to-split-tee tensile connection with high-strength bolts, Journal of structural and construction engineering, ASCE, No. 614, pp.123-130.
2 이강민, 정희택, 윤석용, 이은모, 오경환(2008) 브라켓 및 WUF-B 형식 철골모멘트골조 약축접합부 내진성능평가, 한국강구조학회논문집, 한국강구조학회, 제20권, 제4호, pp.483-491. Lee, K.M., Jeong, H.T., Yoon, S.R. Lee, E.M. and Oh, K.H. (2008) Cyclic Testing of Bracket and WUF-B Type Weak-Axis Steel Moment Connections, Journal of Korea Society of Steel Construction, KSSC, Vol. 20, No. 4, pp.483-491 (in Korean).   과학기술학회마을
3 안윤재, 문종호, 김종락(2010) 강구조 SS400 압연H형강 기둥-보 약축접합부 내진성능 평가, 2010년도 학술대회 발표집, 한국강구조학회, pp.325-326. An, Y.J., Moon, J.H., and Kim, J.R. (2008) Seismic Evaluation of Weak-axis Beam-Column connection of Rolld H-shape in Steel structure, Proceedings of Annual Conference Korean Society of Steel Construction, KSSC, pp.325-326 (in Korean).
4 김필중, 부윤섭, 양재근, 이은택, 김상섭(2011) 시공성 향상을 위한 제4세대 H형강 기둥-보 약축접합부의 개발 및 성능평가, 한국강구조학회논문집, 한국강구조학회, 제23권, 제3호, pp.295-304. Kim, P.J., Boo, Y.S., Yang, J.G., Lee, E.T., and Kim, S.S. (2011) Development and Performance Evaluation of the Fourth Generation H-section Beam-to-Column Weak Axis Connection for Improving Workability, Journal of Korea Society of Steel Construction, KSSC, Vol. 23, No. 3, pp.295-304 (in Korean).   과학기술학회마을
5 김상섭, 이도형, 함정태, 김규석(2004) H형강 기둥의 약축에 대한 기둥-보 접합상세 개발 및 내력평가, 한국강구조학회논문집, 한국강구조학회, 제16권, 제1호, pp.169-180. Kim, S.S., Lee, D.H., Ham, J.T., and Kim, G.S. (2004) Development and Strength Evaluation of Beam-to-Column Connection Details in Weak Axis of H-shape Column, Journal of Korea Society of Steel Construction, KSSC, Vol. 16, No. 1, pp.169-180 (in Korean).   과학기술학회마을
6 Kim, S.D., Kim, S.S., and Ju, Y.K. (2008) Strength evaluation of beam-column connection in the weak axis of H-shaped column, Engineering structures, ELSEVIER, Vol. 30 No. 6, pp.1699-1710.   DOI   ScienceOn
7 김상섭, 부윤섭(2011) 초간편 H형강 기둥-보 약축접합부의 구조성능 및 $CO_2$ 저감량 평가, 한국강구조학회논문집, 한국강구조학회, 제23권, 제5호, pp.615-627. Kim, S.S. and Boo, Y.S. (2011) Structural Performance and $CO_2$ Reduction Evaluation of the Ultra simple Wide-shaped section Beam-to-Column Weak Axis Connection, Journal of Korea Society of Steel Construction, KSSC, Vol. 23, No. 5, pp.615-627 (in Korean).   과학기술학회마을
8 한국강구조학회(2010) 건축강구조 표준접합상세지침, 구미서관. Korea Society of Steel Construction (2010) The Standard Connections Guide for the Steel Building Structures, Goomibook (in Korean).
9 Salmon, C.G., Johnson, J.E., and Malhas, F.A (2009) Steel Structures - Design and Behavior, Pearson Education Inc., Fifth Edition, USA.
10 이도형, 함정태, 김성배, 김영호, 김상섭(2004) 수평스티프너를 이용한 철골 기둥-보 약축접합부 상세 개발에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제16권, 제5호, pp.641-652. Lee, D.H., Ham, J.T., Kim, S.B., Kim, Y.H., and Kim, S.S. (2004) Development of Beam-to-Column Connection Details with Horizontal Stiffeners in Weak Axis of H-shape Column, Journal of Korea Society of Steel Construction, KSSC, Vol. 16, No. 5, pp.641-652 (in Korean).   과학기술학회마을
11 Rentschler, G.P., Driscoll, G.C., and Chen, W. F. (1980) Tests of Beam-to-Column Web Moment Connections, Journal of the Structural Division, ASCE, Vol. 106, No. 5, pp.1005-1022.
12 Janss, J., Jaspart, J.P., and Maquoi, R. (1987) Strength and behavior of in-plane weak axis joints and of three-dimensional joints, Proc. of State-of-the-Art Workshop on Connections and the Behaviour, Strength and Design of Steel Structures, Cachan, pp.60-68.
13 Gilton, C.S. and Uang, C.M. (2002) Cyclic Response and Design Recommendations of Weak-Axis Reduced Beam Section Moment Connections, Journal of structural engineering, ASCE, Vol. 128, No. 4, pp.452-463.   DOI   ScienceOn
14 Koetaka, Y., Chusilp, P., and Zhang, Z. (2005) Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis, Engineering structures, ELSEVIER, Vol. 27, No. 1, pp.109-117.   DOI   ScienceOn