Journal of Mechanical Science and Technology

The Korean Society of Mechanical Engineers (대한기계학회)
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Evaluation on Interaction Surface of Plastic Resistance for Exposed-type Steel Column Bases under Biaxial Bending

  • Choi Jae-hyouk (Department of Architecture and Civil Engineering, Kobe University) ;
  • Ohi Kenichi (Department of Architecture and Civil Engineering, Kobe University)
  • Published : 2005.03.01
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Abstract

Exposed-type steel column bases are used widely in low-rise building construction. Numerous researchers have examined methods to identify their stiffness and strength, but those studies have heretofore been restricted to in-plane behaviors. This paper presents an experimental investigation of inelastic behaviors of square hollow section (SHS) steel column bases under biaxial bending. Two types of failure modes are considered : anchor bolt yielding and base plate yielding. Different pinching effects and interaction surfaces for biaxial bending are observed for these two modes during bi-directional quasi-static cyclic loading tests. Differences are elucidated using limit analyses based on a simple analytical model.

Keywords

References

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