Data-Driven Postearthquake Performance Level Identification for RC Moment Frames Using Residual Drift Ratio in Compliance with ASCE41-23

Abstract

AbstractIn this paper, a novel nonmodel methodology is developed for postearthquake performance level identification of conventional reinforced concrete moment frames using an after-event-measured residual drift ratio. The adopted performance levels are ...Practical ApplicationsEarthquakes can cause severe structural damage to reinforced concrete (RC) buildings. Thus, it is crucial for the decision makers to obtain the status of the RC buildings right after an earthquake. In the engineering concept, the ...