Beam–column connections are the most critical components of reinforced concrete (RC)
structures. They serve as a load transfer path and take a significant portion of the overall …

In this paper, a probabilistic post-earthquake loss estimation methodology based on image
processing is proposed for non-seismically designed reinforced concrete moment frames …

Loss assessment is becoming a more familiar instrument in the seismic performance
assessment of existing structures. Different approaches exist with varying degrees of …

In this paper, a methodology is developed for seismic damage identification of non‐ductile
reinforced concrete moment frames using surface crack images. A comprehensive database …

The seismic performance of existing RC frame buildings seismically retrofitted by base
isolation is examined. Two different types of isolation systems are considered, ie: rubber …

This study investigates the seismic response of reinforced concrete buildings designed
according to Italian regulations and construction practices for three different post-WWII …

This study investigates the seismic response of archetype infilled reinforced concrete
buildings representative of the existing Italian residential building stock by focusing on the …

This paper investigates the seismic vulnerability of existing RC frames exposed to corrosion
and subjected to near-field and far-field ground motions. A threefold approach for corrosion …

The seismic performance of existing Reinforced Concrete (RC) frames is significantly
influenced by the behaviour of beam-column intersections, especially in non-conforming …

Seismic activities can cause considerable damage to the integrity of the reinforced concrete
and precast concrete structures, particularly in the beam-to-column joints. This article …