Add to ORKGGovernment Palace in La Spezia is a six-story mixed masonry-reinforced concrete construction, built in 1926 and today seat of the Prefecture of La Spezia city (Italy). In the paper, after the description of the case study, the attention is focused on the evaluation of the seismic performance of the building. The seismic assessment is performed by means of a numerical hybrid approach: the reinforced concrete frame is modelled according to a concentrated plasticity beam-column element, while the masonry infill is simulated by a plane macro-element which interacts with the surrounding frame, by means of discrete distribution of nonlinear links. The 3D-model has been implemented in the computer code 3DMacro that allows the modelling of both unr...
The work deals with the structural analysis of an historic masonry building, Palazzo del Capitano in...
This study proposes a hybrid modeling approach for the seismic performance assessment of unreinforce...
Recent Italian earthquakes have shown the high vulnerability of historical masonry constructions to ...
Government Palace in La Spezia is a six-story mixed masonry-reinforced concrete construction, built ...
The 6th of April 2009, a quite strong earthquake of magnitude ML =5.8 (Mw=6.3), struck in the city o...
Recent Italian earthquakes have underlined the need for wide monitoring and safety assessment of arc...
The paper analyzes the seismic vulnerability of the historical complex of “San Francesco” located in...
The 6th of April 2009, a catastrophic earthquake of magnitude ML=5.8 (Mw=6.3), stroke down the city ...
The preservation of architectural heritage against earthquakes is currently a topic of increasing in...
Historical masonry buildings generally show a high level of vulnerability to seismic actions, due to...
The experience of the recent earthquakes in Italy caused a shocking impact in terms of loss of human...
The structural assessment of ancient masonry structures is still a challenging task. The main reason...
A variety of computational procedures has been developed, over the years, for the evaluation of the ...
The work deals with the structural analysis of an historic masonry building, Palazzo del Capitano in...
This study proposes a hybrid modeling approach for the seismic performance assessment of unreinforce...
Recent Italian earthquakes have shown the high vulnerability of historical masonry constructions to ...
Government Palace in La Spezia is a six-story mixed masonry-reinforced concrete construction, built ...
The 6th of April 2009, a quite strong earthquake of magnitude ML =5.8 (Mw=6.3), struck in the city o...
Recent Italian earthquakes have underlined the need for wide monitoring and safety assessment of arc...
The paper analyzes the seismic vulnerability of the historical complex of “San Francesco” located in...
The 6th of April 2009, a catastrophic earthquake of magnitude ML=5.8 (Mw=6.3), stroke down the city ...
The preservation of architectural heritage against earthquakes is currently a topic of increasing in...
Historical masonry buildings generally show a high level of vulnerability to seismic actions, due to...
The experience of the recent earthquakes in Italy caused a shocking impact in terms of loss of human...
The structural assessment of ancient masonry structures is still a challenging task. The main reason...
A variety of computational procedures has been developed, over the years, for the evaluation of the ...
The work deals with the structural analysis of an historic masonry building, Palazzo del Capitano in...
This study proposes a hybrid modeling approach for the seismic performance assessment of unreinforce...
Recent Italian earthquakes have shown the high vulnerability of historical masonry constructions to ...