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Development and Performance Evaluation of Weak-Axis Column Bending Connections for Advanced Constructability

  • Shim, Hyun-Ju (Hyundai Steel) ;
  • Lee, E.T. (Department of Architectural Engineering, School of Architecture & Building Science, College of Engineering) ;
  • Kim, Sung-Bae (The Naeun Structural Engineering Co. Ltd.) ;
  • Kim, Sang-Seup (Department of Architectural Engineering, Korea University of Technology and Education)
  • Received : 2013.03.07
  • Accepted : 2014.03.18
  • Published : 2014.06.30

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, an H-shaped steel beam is joined to an H-shaped steel column by bolted splices at the top flange and without a scallop at the web. Eight specimens were tested to verify the structural performance of the developed connection; in doing so, the effects of geometry and arrangement of the plate were also considered. The connection materials required and $CO_2$ emissions were estimated to evaluate the cost-effectiveness of the proposed system. The obtained results showed that this system was suitable had better structural performance than standard weak-axis connections and excellent constructability, making it suitable for replacing existing bracket-type weak-axis connections.

Keywords

References

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