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http://dx.doi.org/10.7781/kjoss.2014.26.5.431

Seismic Performance of Built-up Concrete Filled Square Composite Column-to beam Connection with Through Diaphragm  

Kim, Sun Hee (Department of Architectural Engineering, University of Seoul)
Yom, Kyong Soo (Harmony Structural Engineering)
Choi, Sung Mo (Department of Architectural Engineering, University of Seoul)
Publication Information
Journal of Korean Society of Steel Construction / v.26, no.5, 2014 , pp. 431-439 More about this Journal
Abstract
Concrete filled tubular columns are widely used because the mutual reaction between the concrete and the tube improves strength and ductility of the columns. In an attempt to secure efficient use of members, built-up square columns featuring large width-thickness ratio and the use of thin steel plates are suggested in this study. In order to evaluate the structural characteristics and seismic performance of the column-to-beam connections of the new shape columns, cyclic load test of T-shaped column-to-beam connections was conducted with variables of diaphragms and concrete-filling. Moment-rotational angle relationship, dissipated energy and failure behavior were compared to evaluate stress transfer mechanism of the new shape built-up square column-to-beam connections associated with the variables.
Keywords
Welded Built-up square column; Flange through diaphragms; Cyclic loading program; Moment-Rotation angle;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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