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http://dx.doi.org/10.5000/EESK.2014.18.1.063

Cyclic Test of welding connections for Steel-Plate Concrete Column to H-shaped Steel Girders  

Park, Ho Young (Department of Plant.Architectural Engineering, Kyonggi University)
Kang, Cheol Kyu (Department of Plant.Architectural Engineering, Kyonggi University)
Choi, Byong Jeong (Department of Plant.Architectural Engineering, Kyonggi University)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.18, no.1, 2014 , pp. 63-71 More about this Journal
Abstract
This study presents an experimental study of the structural behavior for steel plate-concrete column-to-steel girder connections. Experiments were carried out to investigate the moment-rotation characteristics, failure behavior and ultimate moment capacity of these connections. The results of this experimental study involving three welded moment-resisting connections subjected to cyclic loading are presented. The specimens were fabricated at full scale to evaluate their hysteretic behavior. A description of the test specimens, the details of the joint, the test system and the testing methods are described. The test results showed that the structural behavior of these composite connections was influenced by the connection details.
Keywords
SC Column; Hysteretic Behavior; Connection Detail;
Citations & Related Records
Times Cited By KSCI : 11  (Citation Analysis)
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