This paper presents an experimental investigation carried out on ten reinforced concrete (RC) columns with L-shaped sections, which were subjected to simulated seismic loadings. The primary objective of the study was to investigate the suitability of using L-shaped RC columns in regions of moderate-to-high seismic risk. The variables of interest included the axial load, loading direction and aspect ratio. The specimen performances were analyzed in terms of crack patterns, hysteretic response, initial stiffness, shear strength and drift capacity. This paper hopes to present some preliminary observations of the tests performed.
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