Up to now the behaviour of the non-structural elements has scarcely been considered in the building seismic design; all the efforts and the design decisions have been in fact mainly focused on the structural components. The observation of the very significant technical and economical damages as well as of the loss of safety consequent to a lack of seismic features and resistance in the building fabric and particularly in the façades (intended as the complex of the external walls and their veneers), envisages the concrete need to extend the seismic design also to these non-structural building parts. The paper will therefore deal with the analysis of the seismic behaviour and damage suffered in Italy by typical external walls and façades ve...
An earthquake sequence struck the province of L'Aquila (central Italy) leaving 305 dead, about 1,500...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The purpose of this study is the analysis of vulnerability trends, with particular emphasis to the e...
Up to now the behaviour of the non-structural elements has scarcely been considered in the building ...
Up to now the behaviour of the non-structural elements has scarcely been considered in the building...
On 6 April 2009 an earthquake of magnitude 6.3 occurred in L'Aquila city, Italy. In the city center ...
.In Italy infills and partitions (non-structural elements) are typically made up of hollow brick mas...
Abstract. In Italy infills and partitions (non-structural elements) are typically made up of hollow ...
Nonstructural failures have accounted for the majority of earthquake damage in several recent earthq...
Non-structural elements represent most of the total construction cost of typical buildings. A signif...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
This study aims at investigating the causes of damage and collapse of several residential masonry st...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
An earthquake sequence struck the province of L'Aquila (central Italy) leaving 305 dead, about 1,500...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The purpose of this study is the analysis of vulnerability trends, with particular emphasis to the e...
Up to now the behaviour of the non-structural elements has scarcely been considered in the building ...
Up to now the behaviour of the non-structural elements has scarcely been considered in the building...
On 6 April 2009 an earthquake of magnitude 6.3 occurred in L'Aquila city, Italy. In the city center ...
.In Italy infills and partitions (non-structural elements) are typically made up of hollow brick mas...
Abstract. In Italy infills and partitions (non-structural elements) are typically made up of hollow ...
Nonstructural failures have accounted for the majority of earthquake damage in several recent earthq...
Non-structural elements represent most of the total construction cost of typical buildings. A signif...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
This study aims at investigating the causes of damage and collapse of several residential masonry st...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
An earthquake sequence struck the province of L'Aquila (central Italy) leaving 305 dead, about 1,500...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The purpose of this study is the analysis of vulnerability trends, with particular emphasis to the e...