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 nonstructural building parts. The paper will therefore deal with the analysis of the seismic behaviour and damage suffered in Italy by typical external walls and façad...
The seismic behaviour of masonry churches damaged during the 2009 L’Aquila earthquake is studied in ...
This paper concerns the seismic response of Palazzo Centi after the 2009 L’Aquila earthquake. Built...
Some recent seismic events pointed out the necessity to revise our way of seismic analysis of struct...
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 ...
Nonstructural failures have accounted for the majority of earthquake damage in several recent earthq...
Abstract. In Italy infills and partitions (non-structural elements) are typically made up of hollow ...
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...
Non-structural elements represent most of the total construction cost of typical buildings. A signif...
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...
Non-structural components are typically not designed for seismic loads, nevertheless their response ...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The seismic behaviour of masonry churches damaged during the 2009 L’Aquila earthquake is studied in ...
This paper concerns the seismic response of Palazzo Centi after the 2009 L’Aquila earthquake. Built...
Some recent seismic events pointed out the necessity to revise our way of seismic analysis of struct...
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 ...
Nonstructural failures have accounted for the majority of earthquake damage in several recent earthq...
Abstract. In Italy infills and partitions (non-structural elements) are typically made up of hollow ...
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...
Non-structural elements represent most of the total construction cost of typical buildings. A signif...
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...
Non-structural components are typically not designed for seismic loads, nevertheless their response ...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The seismic sequence that occurred in Emilia Region on May 2012 caused serious damage to specific bu...
The seismic behaviour of masonry churches damaged during the 2009 L’Aquila earthquake is studied in ...
This paper concerns the seismic response of Palazzo Centi after the 2009 L’Aquila earthquake. Built...
Some recent seismic events pointed out the necessity to revise our way of seismic analysis of struct...