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  1. No Access

    Chapter and Conference Paper

    Laboratory Testing and SHM of a Prestressed Concrete Beam Under Accelerated Artificial Corrosion and Sustained Loads

    Real-time long-term monitoring can be an essential tool for the continuous assessment of existing and new structures. Numerical modelling of the real behavior of structures requires deep information that can b...

    D. La Mazza, P. Darò, M. Longo, G. Mancini… in Building for the Future: Durable, Sustaina… (2023)

  2. No Access

    Chapter and Conference Paper

    Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results

    Asset managers, owners and the engineering companies are facing the increasing need to accurately estimate the actual structural condition of existing infrastructures as well as assess their residual life with...

    P. Darò, D. La Mazza, E. Tetta, G. Lastrico… in Building for the Future: Durable, Sustaina… (2023)

  3. No Access

    Chapter and Conference Paper

    Anomaly Detection Through Long-Term SHM: Some Interesting Cases on Bridges

    The growing demand for health assessment of civil infrastructure has allowed for a dense control, among others, of many bridges. The new industrial design of monitoring systems, based on cheaper hardware, at t...

    D. La Mazza, F. Basone, M. Longo, P. Darò… in Dynamics of Civil Structures, Volume 2 (2023)

  4. No Access

    Chapter and Conference Paper

    Thermal Effects on Bridges Dynamic Behaviour

    A key issue in the field of SHM is the identification of a set of key performance indicators (KPI) able to fully describe a structure behaviour and its health status. Among all available KPIs, modal parameters...

    P. Darò, B. De Cicco, D. La Mazza, M. Longo… in Experimental Vibration Analysis for Civil … (2023)

  5. No Access

    Chapter and Conference Paper

    Continuous MEMS SHM Systems to Support RC Bridges Retrofitting Interventions Through an Ongoing Diagnosis

    Bridge infrastructures in Europe are facing growing campaigns of maintenance plans, repairs and strengthening interventions to face progressive ageing, deterioration of materials, higher traffic loads with res...

    P. Darò, D. La Mazza, M. Longo, F. Basone… in Building for the Future: Durable, Sustaina… (2023)

  6. No Access

    Chapter and Conference Paper

    Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems

    This work estimates the partial safety factor corresponding to the resistance model uncertainties in non-linear finite element method analyses (NLFEAs) of reinforced concrete structures considering various st...

    P. Castaldo, D. Gino, D. La Mazza… in Proceedings of Italian Concrete Days 2018 (2020)

  7. No Access

    Chapter and Conference Paper

    Comparison Between Non-linear Numerical Models for R.C. Shear Walls Under Cyclic Loading

    The non-linear behaviour of concrete structures is the result of a series of phenomena, as material non-linear constitutive law and cracking process. As a consequence, in order to understand the behaviour of r...

    G. Mancini, G. Bertagnoli, D. La Mazza… in Proceedings of Italian Concrete Days 2016 (2018)