Abstract: Many low-rise reinforced concrete (RC) buildings in coastal Mumbai reach the middle of their service life with corroded column bars, spalled cover and concrete grades that are now below the code minimum. This paper examines a three-storey RC cold-storage building in Andheri built with M15 concrete and 225 mm × 525 mm columns. A staged protocol is followed, combining visual survey, rebound hammer and ultrasonic pulse velocity (UPV) testing....
Keywords: RC column jacketing; micro-concrete; reinforcement corrosion; ETABS structural audit; torsional irregularity; soft storey; IS 15988
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