A finite element model was developed to analyze the Basilica of San Vitale in Ravenna, a Byzantine building which suffers diffused cracking and excessive deformation. In the structural analyses account was taken of permanent loads and ground settlements increasing in time. The tensile stresses predicted by a linear elastic stress analysis agree with most of the observed cracks. Assuming the ground settlements to increase at the currently estimated rate, the stresses in several parts of the Basilica might seriously endanger the stability of the building during the present century
Identifying the possible causes of existing damage in historical structures is a complex task. Commo...
The paper analyses the static behaviour and the seismic vulnerability of the San Francesco ad Alto i...
The church of S. Maria Elisabetta was built in 1574 next to the “Wool Road” thanks to the offers of...
A finite element model was developed to analyze the Basilica of San Vitale in Ravenna, a Byzantine b...
A finite element model was developed to analyse the Byzantine Basilica of San Vitale in Ravenna (Ita...
A finite element model was developed to analyze the Basilica of San Vitale in Ravenna (Italy), a Byz...
A finite element model was developed to analyse the Byzantine Basilica of San Vitale in Ravenna (Ita...
The present work describes the preliminary results of structural analyses carried out on a finite el...
Structural analysis represents a valid tool to evaluate the seismic capacity of existing structures ...
The effectiveness of the restoration interventions carried out on the Byzantine monastery of St. Nic...
In this paper the assessment of the dome of the medieval cathedral of Massa Marittima (Italy) is car...
This paper presents the assessment of the structural damage and stability of the church of the Royal...
Identifying the possible causes of existing damage in historical structures is a complex task. Commo...
The paper analyses the static behaviour and the seismic vulnerability of the San Francesco ad Alto i...
The church of S. Maria Elisabetta was built in 1574 next to the “Wool Road” thanks to the offers of...
A finite element model was developed to analyze the Basilica of San Vitale in Ravenna, a Byzantine b...
A finite element model was developed to analyse the Byzantine Basilica of San Vitale in Ravenna (Ita...
A finite element model was developed to analyze the Basilica of San Vitale in Ravenna (Italy), a Byz...
A finite element model was developed to analyse the Byzantine Basilica of San Vitale in Ravenna (Ita...
The present work describes the preliminary results of structural analyses carried out on a finite el...
Structural analysis represents a valid tool to evaluate the seismic capacity of existing structures ...
The effectiveness of the restoration interventions carried out on the Byzantine monastery of St. Nic...
In this paper the assessment of the dome of the medieval cathedral of Massa Marittima (Italy) is car...
This paper presents the assessment of the structural damage and stability of the church of the Royal...
Identifying the possible causes of existing damage in historical structures is a complex task. Commo...
The paper analyses the static behaviour and the seismic vulnerability of the San Francesco ad Alto i...
The church of S. Maria Elisabetta was built in 1574 next to the “Wool Road” thanks to the offers of...