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Beam-Flange Geometry Effects on Steel Connections by riantofranky is a document available to read on EtoBox.
This study investigates the elasto-plastic behavior of beam-to-column connections in steel bridge piers with circular columns, focusing on the effects of beam-flange geometry. It highlights the challenges posed by increased plate thickness due to seismic design revisions following the Kobe Earthquake, and presents updated analytical models that better reflect experimental conditions. The findings indicate that tapered flange plates improve performance without increasing thickness, and while the analysis res
- Author
- riantofranky
- Language
- EN