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  1. No Access

    Article

    A measure for seismic multiple bends and shear damage patterns of RC rigid-frame bridge tall piers

    Reinforced concrete (RC) rigid-frame bridges with tall hollow piers were widely constructed in Southwestern China, an earthquake-prone area. For such bridges, the seismic damages may be underestimated if multi...

    Zhu Mei, Yang Liu, Bin Wu, Oreste S. Bursi in Bulletin of Earthquake Engineering (2024)

  2. Article

    Open Access

    Correction to: A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events

    Bledar Kalemi, Antonio C. Caputo, Daniele Corritore in Bulletin of Earthquake Engineering (2024)

  3. Article

    SI: Natech risk assessment of hazardous facilities

    Fabrizio Paolacci, Christoph Butenweg in Bulletin of Earthquake Engineering (2024)

  4. Article

    Open Access

    A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events

    Industrial plants are complex structures, highly vulnerable with respect to seismic loading. Past seismic events have demonstrated the devastating impact and huge economic losses that an industrial plant can e...

    Bledar Kalemi, Antonio C. Caputo, Daniele Corritore in Bulletin of Earthquake Engineering (2024)

  5. Article

    Open Access

    Modelling of non-structural components of an industrial multi-storey frame for seismic risk assessment

    Seismic risk assessment of industrial facilities is complex due to the presence of different types of equipment. It represents a research issue that requires further investigation. To this end, some analytical...

    Gianluca Quinci, Chiara Nardin, Fabrizio Paolacci in Bulletin of Earthquake Engineering (2023)

  6. No Access

    Article

    Feature selections and optimizable classification learners for detecting failure modes of rectangular reinforced concrete columns

    One of the key steps in the framework of seismic risk and strengthening evaluations of existing reinforced concrete (RC) bridges, frames, or buildings is the identification of failure modes of RC columns. This...

    Van My Nguyen, Hoang Nam Phan, Fabrizio Paolacci in Asian Journal of Civil Engineering (2023)

  7. Article

    Open Access

    Seismic vulnerability of above-ground storage tanks with unanchored support conditions for Na-tech risks based on Gaussian process regression

    This paper aims to investigate the seismic vulnerability of an existing unanchored steel storage tank ideally installed in a refinery in Sicily (Italy), along the lines of performance-based earthquake engineer...

    Hoang Nam Phan, Fabrizio Paolacci, Rocco Di Filippo in Bulletin of Earthquake Engineering (2020)

  8. No Access

    Chapter

    Pseudo-Dynamic Testing Based on Non-linear Dynamic Substructuring of a Reinforced Concrete Bridge

    The assessment of the seismic performance of an old concrete bridge was conceived within the RETRO Transnational Activity funded by the SERIES research project. The installation of isolation devices -one per c...

    Giuseppe Abbiati, Oreste Salvatore Bursi in Experimental Research in Earthquake Engine… (2015)

  9. No Access

    Chapter

    Assessment of the Seismic Behaviour of a Retrofitted Old R.C. Highway Bridge Through PsD Testing

    The RETRO project aims at studying the seismic behaviour of existing reinforced concrete (RC) bridges and the effectiveness of innovative retrofitting systems. A typical as-built RC highway viaduct, designed p...

    Fabrizio Paolacci, Luigi Di Sarno in Experimental Research in Earthquake Engine… (2015)

  10. No Access

    Chapter

    Refined and Simplified Numerical Models of an Isolated Old Highway Bridge for PsD Testing

    RETRO’ project aims at studying the seismic behaviour of existing reinforced concrete (RC) bridges and the effectiveness of retrofitting systems based on seismic isolation of the deck of the viaduct. The resea...

    Fabrizio Paolacci, Luigi Di Sarno in Experimental Research in Earthquake Engine… (2015)

  11. No Access

    Article

    Mortar-based systems for externally bonded strengthening of masonry

    Mortar-based composite materials appear particularly promising for use as externally bonded reinforcement (EBR) systems for masonry structures. Nevertheless, their mechanical performance, which may significant...

    Gianmarco de Felice, Stefano De Santis, Leire Garmendia in Materials and Structures (2014)