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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Bibliographic Details
Main Authors: Zeinizadeh Jeddi, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M.
Format: Article
Published: Elsevier 2017
Subjects:
Online Access:http://eprints.um.edu.my/18826/
http://dx.doi.org/10.1016/j.engstruct.2016.10.038
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Institution: Universiti Malaya
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