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In the seismic performance assessment of existing Reinforced Concrete buildings, non-ductile failures related to beam-column joint regions can represent a critical issue. [...]
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In the Mediterranean area, Reinforced Concrete (RC) buildings are usually provided of Unreinforced Masonry (URM) infill wall panels. When subjected to seismic action, the [...]
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The seismic performance of existing Reinforced Concrete (RC) frames is significantly affected by the behaviour of beam-column intersections involved in the collapse mecha [...]
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Unreinforced Masonry (URM) infills are widely used in Reinforced Concrete (RC) structures in Mediterranean countries. URM infills are subjected to the seismic action in t [...]
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There is a growing need for numerical models simulating the non-linear behavior of Reinforced Concrete (RC) elements under seismic loads into inelastic range, and for cap [...]
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The need to quickly and accurately estimate the number of involved people, dead and the injured, missing people and homeless represent a topic issue in the emergency mana [...]
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This paper reports on the results of an ongoing Research Project aimed at computing the risk of collapse in code-conforming new Italian buildings. A companion paper descr [...]
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Right after an earthquake the estimation the number of involved people, dead and the injured, missing people and homeless represent a topic issue in the emergency managem [...]
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Current formulations proposed by Eurocode 8 part 3 for the inelastic deformations of existing reinforced concrete members are assessed aimed at finding out whether they a [...]
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In economically advanced countries, particularly in Europe and Italy, most of existing bridges have been constructed prior to 1980, before the advancement in earthquake e [...]
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