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 use of friction-based beam-to-column connections (BCCs) for earthquake-resistant
moment-resistant frames (MRFs), aimed at eliminating damage to beam end sections due to …

Field surveys in the aftermath of major seismic events, laboratory tests and numerical
studies outlined that existing reinforced concrete (RC) structures are likely to exhibit …

In this paper, the shear-flexural behaviour of corroded reinforced concrete beams is
investigated and analytically reproduced. A theoretical model, based on the limit equilibrium …

Vertical ground accelerations are not always considered in bridge design practice, which is
partially due to the lack of consistent recommendations in the design codes and standards …

The vertical component of seismic acceleration, often overlooked in ordinary structures,
plays a role of primary importance in the case of bridges and viaducts. In particular, it …

In this work, the second part of an experimental campaign investigating the efficiency of an
alternative retrofitting method for increasing the flexural and/or shear capacity in reinforced …

ABSTRACT A significant portion of the masonry and reinforced concrete buildings in Italy
resides within regions of moderate to high seismic risk, rendering them especially …

Corrosion of steel in reinforced and prestressed concrete beams is very common for
structures and infrastructures. It can drastically reduce the resisting section of rebar, modify …

A model for the design of shear-flexure critical reinforced concrete elements strengthened
with fiber-reinforced polymer (FRP) sheets and plates is presented. The model is based on …