Abstract
This paper discusses the structural performance of the hybrid steel beams jacketed with reinforced concrete at ends connected to reinforced concrete column. In order to figure out the shear transfer mechanism at the hybrid beam ends, the specimens of a half scale were tested under shear loadings, with changing parameters such as the amount of shear reinforcement at the hybrid beam ends, including the construction method using precast concrete or not, as well as the anchoring details of the steel edge end to the columns. According to the experiment results, the authors propose the shear capacity estimation for the hybrid steel beam ends embedded in RC-beam, and them confirm its validity.
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