S. Erfani

[ 1 ] - Shear-Flexural Interaction in Analysis of Reduced Web Section Beams using VM Link Element

Reduced web section beams in shear-yielding moment-resistant steel frames are used for energy dissipating of earthquakes. The finite element analysis indicates that failure mode of these beams are governed by the combination of shear force and flexural moment. Therefore the analysis of frames with reduced web section beams needs consideration of shear-flexural interaction in those sections. In ...