Three-Dimensional Cyclic Performance on New Ring-Beam Connection betweenn Concrete-Filled Tubular Column and Reinforced-Concrete Beams

摘要

This paper introduces a new type of connection between concrete-filled steel tubular (CFST) column and reinforced concrete (RC) beam through a transitional RC ring beam encircling the CFST column. Four scaled specimens, representing an interior-column joint, were tested under bi-directional cyclic loads to examine the seismic performance and the influence of the reinforcement on the joint. Load-deformation response, failure mode, strain distribution, and energy dissipative performance were prese