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  • News
    • Webinar IASSAR TC R3 — Integrating Structural Reliability and Resilience in Performance-Based (Earthquake) Engineering
    • WCCM-ECCOMAS 2026 — World Congress on Computational Mechanics
    • CSM9 — 9th International Conference on Computational Stochastic Mechanics
    • WiDS Zurich 2026 — Poster e pitch: un framework generalizzato per la progettazione sismica prestazionale
  • Pubblicazioni
    • A continuous-time Markovian framework for performance-based earthquake engineering: integrated seismic risk and resilience assessment
    • A generalized autoregressive model for time-variant dynamical systems
    • Metodologia per la valutazione del rischio sismico integrata coi processi di recupero delle strutture mediante stima delle incertezze
    • Bay-Fi: Approximate Bayesian main Frequency Identification for extremely undersampled signals
    • Bay-Fi preprint / working paper
    • Adaptive regional seismic risk assessment under uncertainty: a case study in the Alto Garda area
    • UQ based state-dependent framework for recovery and seismic risk assessment
    • UQ state-dependent framework for seismic fragility assessment of industrial components
    • Bayesian Approach for Main Frequency Identification on Extremely Under-Sampled Signals
    • Fragility models for industrial equipment subjected to natural hazards
    • State-dependent seismic fragility functions for bolted flange joints on special-risk industrial substructures
    • Risk analysis of the Alto Garda area by means of microzonation and structural characterisation of buildings mapping
    • State-dependent seismic fragility functions for vertical tanks installed on major hazard industrial substructure module
    • Design standardisation and seismic protection of SMRs through modular metafoundations
    • Modelling of non-structural components of an industrial multi-storey frame for seismic risk assessment
    • Seismic experimental analyses and surrogate models of multi-component systems in special-risk industrial facilities
    • Experimental performance of a multi-storey braced frame structure with non-structural industrial components subjected to synthetic ground motions
    • Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing
    • Experimental investigation on the seismic performance of a multi-component system for major-hazard industrial facilities
    • Shake table testing for a multi-component prototype industrial plant: input and system modelling issues
    • Bolted flange joints equipped with FBG sensors in industrial piping systems subjected to seismic loads
    • SPIF Processed Dataset
    • Seismic performance of multiple-component systems in special risk industrial facilities
    • Ground motion model for seismic vulnerability assessment of prototype industrial plants
    • A ground motion model for seismic vulnerability assessment of prototype industrial plants
    • Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests
    • An example journal article
  • Esperienza
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  • MAERS
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  • Bay-Fi
    • Informazioni e aggiornamenti
    • Pubblicazioni e presentazioni
    • Codice
  • SPIF - Prestazioni sismiche degli impianti industriali

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Aggiornato il gen 1, 2025
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Ultima modifica 13.10.2026

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