In this paper, an investigation is presented of the Arquata del Tronto medieval fortress local collapses that occurred due to the 2016 Central Italy seismic sequence. Both historical evolution and damage inspection of the fortress are discussed. Interestingly, the damage reported to the fortress after the 2016 earthquakes appears similar to what occurred more than 300 years before (due to the 1703 Apennine earthquakes), despite the restoration work of the 1920s. Linear kinematic analysis and 3D modal and seismic FE analyses are carried out to evaluate the safety of the local collapse mechanisms that occurred on the towers’ crownings. Numerical findings point out that no failure mode passes the safety check. This suggests that the reconstruc...
The structural safety and seismic performance assessment of historical masonry churches belonging to...
This paper investigates the seismic response and partial failure mechanisms of the Castle of St. Geo...
This paper presents an empirical approach to studying the seismic behaviour of fortified buildings, ...
In this paper, an investigation is presented of the Arquata del Tronto medieval fortress local colla...
The 2016 Umbrian earthquake caused the collapse of several medieval churches, while it was noted tha...
A major hazard during an earthquake is the overturning of slender and vulnerable walls, often made o...
In the present paper, different full 3D FE numerical models exhibiting increasing levels of complexi...
The devastating earthquake sequences of the 20-29th May 2012 in Emilia- Romagna, Italy, caused the f...
This paper presents a detailed study of the damages and collapses suffered by various masonry church...
The observation of the damage occurred to ancient masonry buildings is the necessary first step to u...
none5noThe medieval fortresses are a very common and distinctive type among the Emilian historical c...
Many historical masonry towers belong to architectural heritage. Their preservation is still a criti...
The impacts of the seismic actions in historical centres have started to be an important concern in ...
The structural safety and seismic performance assessment of historical masonry churches belonging to...
This paper investigates the seismic response and partial failure mechanisms of the Castle of St. Geo...
This paper presents an empirical approach to studying the seismic behaviour of fortified buildings, ...
In this paper, an investigation is presented of the Arquata del Tronto medieval fortress local colla...
The 2016 Umbrian earthquake caused the collapse of several medieval churches, while it was noted tha...
A major hazard during an earthquake is the overturning of slender and vulnerable walls, often made o...
In the present paper, different full 3D FE numerical models exhibiting increasing levels of complexi...
The devastating earthquake sequences of the 20-29th May 2012 in Emilia- Romagna, Italy, caused the f...
This paper presents a detailed study of the damages and collapses suffered by various masonry church...
The observation of the damage occurred to ancient masonry buildings is the necessary first step to u...
none5noThe medieval fortresses are a very common and distinctive type among the Emilian historical c...
Many historical masonry towers belong to architectural heritage. Their preservation is still a criti...
The impacts of the seismic actions in historical centres have started to be an important concern in ...
The structural safety and seismic performance assessment of historical masonry churches belonging to...
This paper investigates the seismic response and partial failure mechanisms of the Castle of St. Geo...
This paper presents an empirical approach to studying the seismic behaviour of fortified buildings, ...