none3noIn the assessment of existing constructions for seismic vulnerability, one of the most challenging tasks is the determination of the mechanical properties of the materials. In this paper, results of an experimental campaign on rural masonry buildings are presented. Slightly-destructive and destructive tests were performed with the aim of evaluating the mechanical characteristics of masonry and providing useful indications on the methodologies and testing procedures to be applied in practice. In particular, results from what are termed “shove” tests and splitting tests on cores with inclined mortar joints will be presented and discussed, together with results of diagonal compression and shear-compression destructive tests. The failure...
In the northern part of the Netherlands, The recent seismic activities have raised concerns about th...
New technologies for the construction of reinforced and unreinforced masonry buildings, based on the...
In order to evaluate the seismic performance of existing unreinforced masonry buildings by means of ...
In the assessment of existing constructions for seismic vulnerability, one of the most challenging t...
In this paper, an extensive experimental campaign conducted on existing masonry buildings is present...
The great damages produced by the 2012 Emilia earthquake on masonry buildings made it necessary to s...
Seismic vulnerability of masonry structures was recently confirmed, if necessary, by last earthquake...
The experimental campaign presented in this paper consisted in performing slightly-destructive test...
To accurately assess the performance of existing unreinforced masonry (URM) structures, the mechanic...
none3noTo determine masonry shear strength, which is a fundamental parameter for evaluating the seis...
Several masonry panels are studied by means of destructive tests such as compressive, diagonal compr...
One of the main difficulties encountered in the study of existing masonry structures is found in the...
The evaluation of seismic vulnerability of existing masonry building is a first fundamental step for...
The results of a research project carried out on masonry panels obtained from structures struck by t...
The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment...
In the northern part of the Netherlands, The recent seismic activities have raised concerns about th...
New technologies for the construction of reinforced and unreinforced masonry buildings, based on the...
In order to evaluate the seismic performance of existing unreinforced masonry buildings by means of ...
In the assessment of existing constructions for seismic vulnerability, one of the most challenging t...
In this paper, an extensive experimental campaign conducted on existing masonry buildings is present...
The great damages produced by the 2012 Emilia earthquake on masonry buildings made it necessary to s...
Seismic vulnerability of masonry structures was recently confirmed, if necessary, by last earthquake...
The experimental campaign presented in this paper consisted in performing slightly-destructive test...
To accurately assess the performance of existing unreinforced masonry (URM) structures, the mechanic...
none3noTo determine masonry shear strength, which is a fundamental parameter for evaluating the seis...
Several masonry panels are studied by means of destructive tests such as compressive, diagonal compr...
One of the main difficulties encountered in the study of existing masonry structures is found in the...
The evaluation of seismic vulnerability of existing masonry building is a first fundamental step for...
The results of a research project carried out on masonry panels obtained from structures struck by t...
The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment...
In the northern part of the Netherlands, The recent seismic activities have raised concerns about th...
New technologies for the construction of reinforced and unreinforced masonry buildings, based on the...
In order to evaluate the seismic performance of existing unreinforced masonry buildings by means of ...