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The Structural Behavior of Strong Axis Connections by Type of Weak Axis Connection - In Case of Loading Gravity Load -  

Kim, Sang Seup (한국기술교육대학교 건축공학과)
Lee, Do Hyung (동국대학교 대학원 건축공학과)
Ham, Jeong Tae (한국기술교육대학교 대학원)
Publication Information
Journal of Korean Society of Steel Construction / v.16, no.2, 2004 , pp. 275-284 More about this Journal
Abstract
The behavior of the connection for beam-to-column weak axis connection and its details should be identified. Thus, each element is considered a panel zone, and the horizontal stiffener's presence or absence and position in bracket-type welding connection are used as variables to compare the behavior of strong axis connection and weak axis connection. In this study, the strength of connection is calculated by substituting the simple beam-strengthened vertical stiffeners for connection in the presence of horizontal stiffeners. In the absence of horizontal stiffeners, the strength of connection can be calculated using local flange bending strength considering local web yielding strength, web crippling, and web buckling strength. The results of the theoretical analysis and experiments are compared.
Keywords
Strong axis connection; Connection detail; Local flange bending; Local web yielding; Web crippling; Web buckling;
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