The present thesis is part of the wide work required by the SEBESMOVA3D (SEeismic BEhavior of Scaled MOdels of groin VAults made by 3D printers) project whose first motivation is the preservation of the cultural heritage in case of seismic events. Therefore, the main topic of the thesis is the analysis of the seismic response of scaled models of groin vaults, made of plastic 3D printed bricks filled with mortar, and subjected to shaking table tests performed at the EQUALS laboratory of the University of Bristol. The work has been developed on two parallel binaries: the processing of the displacement data acquired in situ and the calibration of a FEM model
The present paper proposes to represent vaults in an extremely simplified manner, by means of equiva...
The objective of the study is to investigate the effects of model calibration on seismic behaviour o...
Unconventional computer vision and image processing techniques offer significant advantages for expe...
This paper presents some preliminary results from a shaking table experimental campaign on a scaled ...
A novel experimental study of the dynamic and seismic response of a 2 m × 2 m in plan - 0.7 m in hei...
The seismic safety assessment of 3D complex structural elements of historic buildings, such as groin...
The seismic safety assessment of 3D complex structural elements of historic buildings, such as groi...
Preserving monumental historic buildings has not been an easy task due to their high vulnerability t...
In this paper, a set of experimental and numerical tests on the seismic behaviour of vaulted masonry...
The work at hand presents an experimental study of the dynamic and earthquake response of a groin va...
Since cross masonry vaults represent one of the more widespread types of hori-zontal structural elem...
Masonry cross vaults are among the most widely used typologies of horizontal structural elements fo...
The technology of the Bourbonic casa Baraccata is one of the earliest earthquake resisting systems, ...
The recent earthquakes in Italy demonstrated the extreme vulnerability of historical and cultural st...
The effects of overburden, burial depth, source-receiver distance and frequency on seismic resolutio...
The present paper proposes to represent vaults in an extremely simplified manner, by means of equiva...
The objective of the study is to investigate the effects of model calibration on seismic behaviour o...
Unconventional computer vision and image processing techniques offer significant advantages for expe...
This paper presents some preliminary results from a shaking table experimental campaign on a scaled ...
A novel experimental study of the dynamic and seismic response of a 2 m × 2 m in plan - 0.7 m in hei...
The seismic safety assessment of 3D complex structural elements of historic buildings, such as groin...
The seismic safety assessment of 3D complex structural elements of historic buildings, such as groi...
Preserving monumental historic buildings has not been an easy task due to their high vulnerability t...
In this paper, a set of experimental and numerical tests on the seismic behaviour of vaulted masonry...
The work at hand presents an experimental study of the dynamic and earthquake response of a groin va...
Since cross masonry vaults represent one of the more widespread types of hori-zontal structural elem...
Masonry cross vaults are among the most widely used typologies of horizontal structural elements fo...
The technology of the Bourbonic casa Baraccata is one of the earliest earthquake resisting systems, ...
The recent earthquakes in Italy demonstrated the extreme vulnerability of historical and cultural st...
The effects of overburden, burial depth, source-receiver distance and frequency on seismic resolutio...
The present paper proposes to represent vaults in an extremely simplified manner, by means of equiva...
The objective of the study is to investigate the effects of model calibration on seismic behaviour o...
Unconventional computer vision and image processing techniques offer significant advantages for expe...