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Buckling analysis of semi-rigid gabled frames
Year: 2015
Abstract:
It is intended to perform buckling analysis of steel gabled frames with tapered members and
flexible connections. The method is based on the exact solutions of the governing differential equations for
stability of a gabled frame with I...
Stability of Non-prismatic Frames with Flexible Connections and Elastic Supports
Year: 2015
Abstract:
An accurate formulation is obtained to determine critical load, and corresponding equivalent effective length factor of a simple frame. The presented methodology is based on the exact solutions of the governing differential ...