Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study
This paper proposes a new moment-resisting connection known as a through rib stiffener beam connection, which is directly passed through a pre-slotted circular column with concrete infill. Four half-scale cruciform specimens with orthogonal beams were tested under cyclic loading. The failure modes,...
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Elsevier
2017
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