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1.
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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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2.
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The assessment of seismic performance of existing bridge structures is a primary issue, especially in regions where most of bridges have been realized without proper deta [...]
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3.
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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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4.
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The assessment of seismic performance of existing bridge structures that have been constructed without appropriate details to support seismic loadings is a primary issue [...]
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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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6.
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Reinforced Concrete (RC) buildings designed according to obsolete seismic codes or for gravity loads only are widespread in Italian and Mediterranean building stock. In s [...]
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