In the paper, the performances of three-leaf stone masonry walls repaired by three different techniques (injections, repointing and transversal tying), applied both singularly and in combination, are compared. The mechanical behavior has been pointed out by a series of laboratory tests on real size section walls before and after interventions. Feasibility problems, execution aspects and effectiveness evaluations of the techniques are also discussed
Predicting the behaviour of multiple-leaf masonry walls is a challenging issue, given the influence...
A major part of historical structures, currently in European urban centres, is built with stone maso...
Following several failures of historic buildings occurred in the recent past, a research programme w...
The application of three different intervention techniques on three-leaf rubble stone masonry walls ...
Abstract. This paper summarizes the results of an extensive test campaign over three-leaf stone maso...
This paper is devoted to the experimental characterization of the structural behaviour of three-leaf...
In the paper, the performances of different repair techniques applied on three-leaf stone masonry wa...
This paper summarizes the results of an extensive test campaign over three-leaf stone masonry walls,...
A large part of historical structures, currently in the European urban centres, is built with stone ...
The research presented is aimed at studying the response of multiple leaf stone masonry by varying i...
The paper summarizes the results of an experimental research carried out on three-leaf masonry walls...
The results of an experimental campaign on eight full scale three-leaf masonry walls tested on shaki...
This paper presents an experimental campaign on multi-leaf stone masonry panels, scales 1:1 and 2:3,...
Existing unreinforced multi-leaf stone masonry (URM) buildings are one of the most earthquake prone ...
Recent earthquakes highlighted the vulnerability of multi-leaf walls, which tend to fail out-of-plan...
Predicting the behaviour of multiple-leaf masonry walls is a challenging issue, given the influence...
A major part of historical structures, currently in European urban centres, is built with stone maso...
Following several failures of historic buildings occurred in the recent past, a research programme w...
The application of three different intervention techniques on three-leaf rubble stone masonry walls ...
Abstract. This paper summarizes the results of an extensive test campaign over three-leaf stone maso...
This paper is devoted to the experimental characterization of the structural behaviour of three-leaf...
In the paper, the performances of different repair techniques applied on three-leaf stone masonry wa...
This paper summarizes the results of an extensive test campaign over three-leaf stone masonry walls,...
A large part of historical structures, currently in the European urban centres, is built with stone ...
The research presented is aimed at studying the response of multiple leaf stone masonry by varying i...
The paper summarizes the results of an experimental research carried out on three-leaf masonry walls...
The results of an experimental campaign on eight full scale three-leaf masonry walls tested on shaki...
This paper presents an experimental campaign on multi-leaf stone masonry panels, scales 1:1 and 2:3,...
Existing unreinforced multi-leaf stone masonry (URM) buildings are one of the most earthquake prone ...
Recent earthquakes highlighted the vulnerability of multi-leaf walls, which tend to fail out-of-plan...
Predicting the behaviour of multiple-leaf masonry walls is a challenging issue, given the influence...
A major part of historical structures, currently in European urban centres, is built with stone maso...
Following several failures of historic buildings occurred in the recent past, a research programme w...