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Development and Strength Evaluation of Beam-to-Column Connection Details in Weak Axis of H-shape Column  

Kim, Sang Seup (한국기술교육대학교 건축공학과)
Lee, Do Hyung (동국대학교 건축공학과 대학원)
Ham, Jeong Tae (한국기술교육대학교 대학원)
Kim, Kyu Suk (동국대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.16, no.1, 2004 , pp. 169-180 More about this Journal
Abstract
One of the most influential elements is the moment resisting beam-to-column connection vis-a-vis the behavior and cost of multistory steel building frames. Majority of these connections are column flange connections attached to beam frames. This is called strong-axis connection. Another type of moment resisting connection commonly found in building frames is the web axis connection. In this type of connection, the beams are attached to the plane of the column web perpendicularly. It is called the weak-axis beam. and it tends to bend the column at its weak axis. In this study, some of the fundamental behaviors of beam-to-column connections were examined by changing the connection details as weil as comparing them with previous connection details. This study sought to develop the details in the beam-to-column connection in the weak axis for middle- and low-rise steel construction systems.
Keywords
Beam-to-column connection; Weak axis connection; Connection detail; Split-tee connection; End-plate connection;
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