In recent years, there has been a growing demand for seismic resilient buildings that not only have the ability to prevent collapse in the event of a severe earthquake, but also have the ability to reduce or control damage and repair quickly. Therefore, it is necessary to establish an index to evaluate the damage and repair performance of components in order to assess their post-earthquake functional use. In this paper, we present a method to evaluate the damage and repair performance of full-scale beam specimens with high seismic resilience technology by conducting experiments.
