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http://dx.doi.org/10.7781/kjoss.2016.28.4.231

Seismic Performance of RC Column-Steel Beam Connections for Large Columns  

Park, Hong Gun (Dept. of Architecture & Architectural Engineering, Seoul National University)
Lee, Ho Jun (Dept. of Architecture & Architectural Engineering, Seoul National University)
Kim, Chang Soo (School of Civil Engineering, Shandong Jianzhu University)
Hwang, Hyeon Jong (College of Civil Engineering, Hunan University)
Publication Information
Journal of Korean Society of Steel Construction / v.28, no.4, 2016 , pp. 231-242 More about this Journal
Abstract
Earthquake resistance of RC column-steel beam (RCS) joints with simplified details were studied. Simplified details are necessary for large columns to improve the productivity and constructability. To strengthen the beam-column joint, the effects of transverse beams, studs, and U-cross ties were used. Four 2/3 scale interior RCS connections were tested under cyclic lateral loading. The specimens generally exhibited good deformation capacity exceeding 4.0% story drift ratio after yielding of both beam and beam-column joint. Ultimately, the specimens failed by shear mechanism of the joint panel. The test strengths were compared with the predictions of existing design methods.
Keywords
RC column; Steel beam; Beam-column joint; Face bearing plate; Transverse beam; Welded stud;
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