1.
|
Recent earthquakes confirmed the large occurrence of non-structural components failure, so as furnishings, equipment, and architectural, electrical and mechanical fixture [...]
|
2.
|
Recent earthquakes showed that most existing structures are characterized by high seismic vulnerability. In particular, the observations of the damages have individuated [...]
|
3.
|
The paper deals with the topic of analyses performed according to modern code provisions, in particular Eurocode 8 (EC8) rules. Elastic, non linear static and non linear [...]
|
4.
|
The paper deals with the topic of seismic response of three existing structures. They are multi-storey r/c frame buildings, a very spread typology in Italy; in particular [...]
|
5.
|
The paper deals with the effects of different seismic input on systems structural response, considering the variability of the input on dynamic non linear analyses perfor [...]
|
6.
|
The paper deals with the topic of analyses performed according to modern code provisions, in particular Eurocode 8 (EC8) rules. Elastic, non linear static and non linear [...]
|
7.
|
A base isolated system for the reaction mass of two 3x3m movable shaking tables was designed and built to perform experimental tests on large scale structures, especially [...]
|
8.
| |
9.
| |
10.
| |