This article presents the main concepts and the application of the discrete element method (DEM) for evaluating the seismic performance of historical buildings. Furthermore, the out-of-plane behavior of an adobe church with thick walls, in which the morphology of the cross-section can have an influence on the response, was evaluated by the DEM. The performance of rigid and deformable blocks models was compared, and the sensitivity of the numerical model to the variation of critical parameters was investigated. The results allowed the identification of the most vulnerable elements and a proposal of recommendations for reducing the seismic vulnerability
Preserving monumental historic buildings has not been an easy task due to their high vulnerability t...
This paper presents a study of the seismic behavior of the “Old Municipal Chambers” building in Chri...
This paper aims to quantify the cumulative damage of unreinforced masonry (URM) subjected to induced...
Post-earthquake inspections have highlighted that out-of-plane failure of unreinforced masonry (URM)...
Adobe constructions account for a significant portion of the built heritage, associated with early b...
Earthquakes represent one of the major threats to the stability of the world architectural heritage,...
Past earthquakes have demonstrated that historical vaulted adobe buildings are highly vulnerable to ...
The failure mechanism and maximum collapse load of masonry structures may change significantly under...
AbstractAdobe constructions are used worldwide but especially in regions where transportation of con...
Discrete element models are a powerful tool for the analysis of masonry, given their ability to repr...
Much research in recent years has focused on the seismic analysis of concrete and earthfill dams, an...
The paper discusses the seismic assessment of Mallorca cathedral in Spain. This cathedral is an auda...
International audienceAdobe constructions are used worldwide but especially in regions where transpo...
This paper investigates the out-of-plane response of masonry façades under earthquakes by means of t...
The dynamic behavior and the seismic vulnerability of different masonry “Apennine Churches”, dramati...
Preserving monumental historic buildings has not been an easy task due to their high vulnerability t...
This paper presents a study of the seismic behavior of the “Old Municipal Chambers” building in Chri...
This paper aims to quantify the cumulative damage of unreinforced masonry (URM) subjected to induced...
Post-earthquake inspections have highlighted that out-of-plane failure of unreinforced masonry (URM)...
Adobe constructions account for a significant portion of the built heritage, associated with early b...
Earthquakes represent one of the major threats to the stability of the world architectural heritage,...
Past earthquakes have demonstrated that historical vaulted adobe buildings are highly vulnerable to ...
The failure mechanism and maximum collapse load of masonry structures may change significantly under...
AbstractAdobe constructions are used worldwide but especially in regions where transportation of con...
Discrete element models are a powerful tool for the analysis of masonry, given their ability to repr...
Much research in recent years has focused on the seismic analysis of concrete and earthfill dams, an...
The paper discusses the seismic assessment of Mallorca cathedral in Spain. This cathedral is an auda...
International audienceAdobe constructions are used worldwide but especially in regions where transpo...
This paper investigates the out-of-plane response of masonry façades under earthquakes by means of t...
The dynamic behavior and the seismic vulnerability of different masonry “Apennine Churches”, dramati...
Preserving monumental historic buildings has not been an easy task due to their high vulnerability t...
This paper presents a study of the seismic behavior of the “Old Municipal Chambers” building in Chri...
This paper aims to quantify the cumulative damage of unreinforced masonry (URM) subjected to induced...