89,465 research outputs found

    Scuola italiana e religione cattolica

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    Il contributo presenta l'evoluzione storica dell'insegnamento della religione cattolica (IRC) nella scuola italiana tra '800 e '90

    Manuale di storia della scuola italiana. Dal Risorgimento al XXI secolo.

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    Questo manuale intende offrire una trattazione storica delle vicende di diversi livelli di istruzione (preprimaria, primaria, secondaria classica e secondaria tecnica-professionale e universitaria) e di alcuni grandi snodi tematici (religione, economia, genere) affidata ad autorevoli specialisti accademici dei diversi ambiti. L'opera intende fornire uno strumento di studio e di consultazione a studenti e studiosi di storia della scuola, anche nell'ambito dei percorsi formazione iniziale e permanente degli insegnanti, nonché un contributo discorso pubblico sulla scuola culturalmente informato

    Numerical back-analysis of dynamic centrifuge tests on the seismic behaviour of caisson foundations supporting bridge piers

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    Over the last few years, an ever-increasing interest on a sort of a “Reversed” Capacity Design of geotechnical systems has been emerging, particularly when looking at the seismic design of bridge foundations, such as shallow, piled and caisson foundations. In this approach, soil irreversible behaviour is triggered on purpose during strong seismic events, so as to protect the superstructure. Although the capacity of soil-caisson systems is quite high if compared to shallow and piled foundations, limit conditions of these systems may be actually attained during destructive seismic events. The above-mentioned framework boosted the research on the dynamic response and interaction diagrams (i.e., failure envelopes) of rigid and massive caisson foundations [1][2]. Gaudio et al. [3] recently performed an experimental campaign via dynamic centrifuge tests, where a typical layout of a cylindrical caisson supporting a bridge pier was subjected to a series of ground motions. The caisson was embedded in a typical alluvial deposit, where the clay stratum was either soft and very soft. In this paper, the results of preliminary 3D Finite Element back-analyses reproducing the centrifuge test are presented and discussed, for the specific soft-clay case. The analysis first aimed at reproducing and then extending the experimental investigation, so as to both validate and better understand the phenomena observed in the centrifuge. It is shown that, even with a simple but still comprehensive calibration of handy soil constitutive models, the main features ruling the seismic performance of the systems at hand can be fairly captured

    L'istruzione secondaria

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    Profilo istituzionale e politico culturale delle vicende della scuola secondaria italiana dal 1859 ai nostri giorn
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