Add to ORKGThe project aims at performing a step forward towards future guidelines for design of new buildings or assessment and retrofit of existing or new infilled RC buildings, to reduce seismic vulnerability and, consequently, direct and indirect losses due to earthquakes
Hysteretic devices represents one of the best techniques for retrofitting or upgrading the numerous ...
The masonry infill of RC frames structures is generally considered as non-structural. The design of ...
In recent times, a significant interest in modelling the out-of-plane response of unreinforced mason...
The seismic evaluation and retrofit of reinforced concrete (RC) structures considering masonry infil...
The seismic assessment and retrofit of non-conforming Reinforced Concrete (RC) buildings still repr...
The extension of the damages observed after the last major earthquakes shows that the seismic risk m...
The achievement of code-based performance criteria in existing reinforced concrete buildings is ofte...
Despite extensive research studies, the seismic response of infilled reinforced concrete buildings r...
Current seismic codes (e.g. the NTC08 Italian code and the EC8 European code) adopt a performance-ba...
Masonry-infilled reinforced concrete frames represent a very common construction typology across the...
The presence of masonry infill walls in RC buildings is very common. However, even nowadays, in the ...
Existing Reinforced Concrete (RC) structures built in earthquake-prone regions during the ‘60s and ’...
Past earthquakes have repeatedly shown that damage to masonry infills can produce large economic los...
The seismic assessment of existing masonry infilled reinforced concrete (RC) building portfolios is ...
Although it is widely accepted that the interaction between masonry infill and structural members si...
Hysteretic devices represents one of the best techniques for retrofitting or upgrading the numerous ...
The masonry infill of RC frames structures is generally considered as non-structural. The design of ...
In recent times, a significant interest in modelling the out-of-plane response of unreinforced mason...
The seismic evaluation and retrofit of reinforced concrete (RC) structures considering masonry infil...
The seismic assessment and retrofit of non-conforming Reinforced Concrete (RC) buildings still repr...
The extension of the damages observed after the last major earthquakes shows that the seismic risk m...
The achievement of code-based performance criteria in existing reinforced concrete buildings is ofte...
Despite extensive research studies, the seismic response of infilled reinforced concrete buildings r...
Current seismic codes (e.g. the NTC08 Italian code and the EC8 European code) adopt a performance-ba...
Masonry-infilled reinforced concrete frames represent a very common construction typology across the...
The presence of masonry infill walls in RC buildings is very common. However, even nowadays, in the ...
Existing Reinforced Concrete (RC) structures built in earthquake-prone regions during the ‘60s and ’...
Past earthquakes have repeatedly shown that damage to masonry infills can produce large economic los...
The seismic assessment of existing masonry infilled reinforced concrete (RC) building portfolios is ...
Although it is widely accepted that the interaction between masonry infill and structural members si...
Hysteretic devices represents one of the best techniques for retrofitting or upgrading the numerous ...
The masonry infill of RC frames structures is generally considered as non-structural. The design of ...
In recent times, a significant interest in modelling the out-of-plane response of unreinforced mason...