fabrizio scozzese

Assistant Professor (RTD-A)

University of Camerino

Italy

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Fabrizio Scozzese is an Assistant Professor (RTD-A) at the University of Camerino, Italy. His research primarily focuses on seismic design, risk analysis, and structural assessment of bridges and building systems. Recent articles include studies on the seismic performance of prestressed bridges and innovative designs for earthquake-resistant structures. His work integrates advanced analytical techniques and probabilistic models to enhance the resilience of infrastructure against seismic events.

fabrizio scozzese

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Articles (21)

HHT‐Based Probabilistic Model of Prestressed Bridges Inferred From Traffic Loads

The impact of the choice of intensity measure and seismic demand model on seismic risk estimates with respect to an unconditional benchmark

Glass-Aluminium Partition Walls with High-Damping Rubber Devices: Seismic Design and Numerical Analyses

Nonlinear Response Characterization of Post‐Tensioned R.C. Bridges through Hilbert–Huang Transform Analysis

Ductile design of single-pier steel and concrete hybrid coupled walls with hinged base and corner components

Seismic Risk Analysis of Existing Link Slab Bridges Using Novel Fragility Functions

Damage metrics for masonry bridges under scour scenarios

Preliminary Results in the Design and Testing of Earthquake-Proof Glass-Aluminium Partition Walls

Preliminary analyses of an innovative solution for reducing seismic damage in steel-concrete hybrid-coupled walls

Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy

The Brittle Failure of Fluid Viscous Dampers and the Related Consequences on the Reliability of a Medium-Rise Steel Building

Innovative Fragility-Based Method for Failure Mechanisms and Damage Extension Analysis of Bridges

Seismic reliability of base isolated systems: sensitivity to design choices

Seismic reliability of base isolated systems: sensitivity to design choices

Push-and-release tests of a steel building with hybrid base isolation

Seismic Upgrading of a Historical Masonry Bell Tower through an Internal Dissipative Steel Structure

Effects of axial loads and higher order modes on the seismic response of tall bridge piers

Effects of axial loads and higher order modes on the seismic response of tall bridge piers

Influence of viscous dampers ultimate capacity on the seismic reliability of building structures

Influence of viscous dampers ultimate capacity on the seismic reliability of building structures

Assessment of the effectiveness of Multiple-Stripe Analysis by using a stochastic earthquake input model

Collaborators (9)

Enrica Petrucci

graziano leoni

Laura Gioiella

Fabrizio Gara

Alessandro Zona

Archie Rudman

Sandro Carbonari

John Douglas

Andrea Dall'Asta

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