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http://dx.doi.org/10.7781/kjoss.2013.25.3.255

An Experimental Evaluation of Structural Performance for the Beam to Column Joints in Unit Modular System  

Lee, Sang Sup (Korea Institute of Construction Technology)
Bae, Kyu Woong (Korea Institute of Construction Technology)
Park, Keum Sung (Korea Institute of Construction Technology)
Hong, Sung Yub (Korea Institute of Construction Technology)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.3, 2013 , pp. 255-265 More about this Journal
Abstract
The major goal of this study is to develop the industrialized structural system that can build high-rise buildings using the box-shaped steel frames such as a unit module system. In order to achieve such a goal, we need the advanced details for joints that consist in a single unit. Furthermore we also need to commercialize the unit modular building system through the basic experiments, research of theoretical analysis and the achievement of seismic performance. This study derived to develop the derails in the beam-to-column joint and to carry out structural performance test. Test results, a joint with thickness of 6.0T can be possible to maintain the plastic rotational angle for strength and seismic performance. Therefore, joint with thickness of 6.0T is able to apply when considering reinforcement in the local of stress concentration.
Keywords
unit modular system; beam to column Joint; buckling; strength; cyclic loading; seismic performancer;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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