Experimental assessment of the monotonic and cyclic behaviour of exterior RC beam-column joints built with plain bars and non-seismically designed
نویسندگان
چکیده
The seismic behaviour of reinforced concrete structures built with plain reinforcing bars is sometimes conditioned by the slippage between and surrounding in elements as exterior beam-column joints. anchorage beam core joint weak confinement, inappropriate reinforcement detailing for loads poor bond properties are common reasons collapse many structures. This paper presents results four unidirectional cyclic tests two monotonic carried out on full-scale joints deformed bars. These specimens representative without adequate loads. influence properties, lapping longitudinal bars, loading response investigated.
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ژورنال
عنوان ژورنال: Engineering Structures
سال: 2022
ISSN: ['0141-0296', '1873-7323']
DOI: https://doi.org/10.1016/j.engstruct.2022.114887