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This document summarizes a study on a new hybrid connection design between a steel beam and concrete-encased composite column (CEC-S). Three full-scale specimens of the proposed exterior connection were tested under cyclic and constant axial loads. The connection uses a bolted flange plate to connect the steel beam to the column, maintaining column integrity while allowing for beam interchangeability. Test results showed the connection components contributed to moment resistance, with the through plate prov

Author

KRISHNA MURARI

Language

EN