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This document summarizes a study on the shear buckling behavior of steel plate girders with rigid end posts under elevated temperatures. A parametric numerical analysis was conducted considering various cross-section dimensions, aspect ratios, steel grades, and temperatures. The results were compared to Eurocode 3 design rules for shear buckling. The study found that the EC3 rules may not be conservative and require improvement for application to the fire situation.

Author

sonujk23

Language

EN