The traditional single-storey structures for industrial buildings, made of an assemblage of precast components, have a large diffusion all over Europe, due to their low costs associated to a very good ser-viceability. In Italy they cover almost all the market of industrial buildings and an important percentage of commercial structures. In spite of the large use of this type of buildings, some uncertainties are still connected with their seismic behaviour. Since some years ASSOBETON, in close collaboration with Politecnico of Mi-lan and the ELSA Laboratory, participate actively to national and European research programmes devoted to the investigation of the seismic behaviour of precast structures. The first research project is dated 1994. A...
This paper investigates the seismic performance of one-storey reinforced concrete structures for ind...
In the framework of the SAFECAST Project (Performance of Innovative Mechanical Connections in Precas...
Past seismic events have clearly demonstrated the seismic vulnerability of precast buildings designe...
In this paper, the experimental activity carried out in the framework of the EC-funded research proj...
Devising the most appropriate testing strategy and conceiving a mock-up “as simple as possible, but ...
The knowledge gained with different research projects, focused on seismic performance of precast rei...
The experimental activity carried out so far in the framework of the European Commission funded proj...
The experimental activity carried out so far in the framework of the European Commission funded proj...
The paper presents the results of pseudodynamic and cyclic tests performed at ELSA Laboratory in Isp...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
With the support from both European Commission and Chinese Government, a series of collaborative res...
Although in Europe, precast concrete buildings had been built for decades, their seismic response wa...
Dry-assembled precast concrete frame structures are typically made with dowel beam-to-column connect...
The thesis is focused on the seismic behavior of existing RC precast buildings. This structural typo...
Experimental methods and their innovative applications to earthquake engineering are an invaluable a...
This paper investigates the seismic performance of one-storey reinforced concrete structures for ind...
In the framework of the SAFECAST Project (Performance of Innovative Mechanical Connections in Precas...
Past seismic events have clearly demonstrated the seismic vulnerability of precast buildings designe...
In this paper, the experimental activity carried out in the framework of the EC-funded research proj...
Devising the most appropriate testing strategy and conceiving a mock-up “as simple as possible, but ...
The knowledge gained with different research projects, focused on seismic performance of precast rei...
The experimental activity carried out so far in the framework of the European Commission funded proj...
The experimental activity carried out so far in the framework of the European Commission funded proj...
The paper presents the results of pseudodynamic and cyclic tests performed at ELSA Laboratory in Isp...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
With the support from both European Commission and Chinese Government, a series of collaborative res...
Although in Europe, precast concrete buildings had been built for decades, their seismic response wa...
Dry-assembled precast concrete frame structures are typically made with dowel beam-to-column connect...
The thesis is focused on the seismic behavior of existing RC precast buildings. This structural typo...
Experimental methods and their innovative applications to earthquake engineering are an invaluable a...
This paper investigates the seismic performance of one-storey reinforced concrete structures for ind...
In the framework of the SAFECAST Project (Performance of Innovative Mechanical Connections in Precas...
Past seismic events have clearly demonstrated the seismic vulnerability of precast buildings designe...