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عمران::
تیر فولادی
EVALUATION OF WELDED FLANGE PLATE CONNECTIONS BETWEEN STEEL BEAMS AND BOX COLUMNS
ABSTRACT: This study elucidates the behavior of flange plate connection between a steel beam and a welded box column.
Keywords: Connections, Flange plate, Box columns, Steel beam, Experimental program, Finite element analysis
All models consisted of a H-shaped steel beam with the dimensions of H-380×200×8×12 (mm) connected to a box column with the measurements of B-400 × 400 × 20 × 20 (mm).
In the remaining three models, the joint from the steel beam to the box column was a WFP moment connection.
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