Abstract
Evaluation of behavior for beam-column connections in the buildings under cyclic loading is extremely important, where shear resistance is one of the important factors. Beam-column connections are considered places in which stresses are concentrated during working process and it is clearly showed in exterior beam-column connections. There have been many published research and experimental investigations for the external beam-column connections. The use of new concrete material (UHPSFRC) for strengthening the external beam-column connections is a new idea and has not been much studied yet. Therefore, this paper presents the experimental investigation results for shear resistance of external beam-column connections followed EuroCode 8 [1] with ductility class high (DCH). This experimental result proposes the idea about strengthening for beam-column connections, provide additional experimental data and help the design process followed seismic specification of Vietnam.
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