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This work describes the resistance model uncertainties in non-linear finite element analyses for reinforced concrete members under cyclic loads for seismic analyses. In detail, several plane stress finite elements analyses using different numerical codes and considering the possible modelling hypotheses are carried out to reproduce the seismic behaviour of various walls experimentally tested. The global resistances achieved from the numerical analyses are compared to the experimental outcomes to assess the influence of the model uncertainties.

Resistance Model Uncertainties in Plane Stress NLFEAs of Reinforced Concrete Systems Subjected to Cyclic Loads / Castaldo, P.; Gino, D.; Mancini, G.. - ELETTRONICO. - 351:(2023), pp. 106-116. (Intervento presentato al convegno Italian Concrete Conference, ICC 2021 tenutosi a telematico nel 14-16 aprile 2021) [10.1007/978-3-031-37955-0_8].

Resistance Model Uncertainties in Plane Stress NLFEAs of Reinforced Concrete Systems Subjected to Cyclic Loads

Castaldo P.;Gino D.;Mancini G.
2023

Abstract

This work describes the resistance model uncertainties in non-linear finite element analyses for reinforced concrete members under cyclic loads for seismic analyses. In detail, several plane stress finite elements analyses using different numerical codes and considering the possible modelling hypotheses are carried out to reproduce the seismic behaviour of various walls experimentally tested. The global resistances achieved from the numerical analyses are compared to the experimental outcomes to assess the influence of the model uncertainties.
2023
LECTURE NOTES IN CIVIL ENGINEERING
978-3-031-37954-3
978-3-031-37955-0
4.1 Contributo in Atti di convegno
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2984729