P
Paolo Castaldo
Researcher at Polytechnic University of Turin
Publications - 91
Citations - 1918
Paolo Castaldo is an academic researcher from Polytechnic University of Turin. The author has contributed to research in topics: Limit state design & Random variable. The author has an hindex of 23, co-authored 84 publications receiving 1248 citations. Previous affiliations of Paolo Castaldo include University of Salerno.
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Seismic reliability of base-isolated structures with friction pendulum bearings
TL;DR: In this paper, the authors evaluated the seismic reliability of a base-isolated structure with friction pendulum isolators considering both isolator properties (i.e., coefficient of friction) and earthquake main characteristics as random variables.
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Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals
TL;DR: In order to apply GRMs for their reduced computational effort also in the abovementioned cases, an additional failure mode-based safety factor is proposed for the assessment of the design global resistance.
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Optimal integrated seismic design of structural and viscoelastic bracing‐damper systems
TL;DR: In this paper, an integrated seismic design procedure of the elastic stiffness resources and viscoelastic properties of a dissipative bracing-damper system is proposed and developed to ensure a seismic design performance, within the displacement-based seismic design, explicitly taking into account the dynamic behaviour both of the structural and control systems.
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Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems
TL;DR: In this article, the partial safety factor corresponding to the resistance model uncertainties in the use of nonlinear finite element analyses (NLFEAs) for reinforced concrete systems subjected to cyclic loads is assessed.
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Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices
TL;DR: In this paper, the authors proposed seismic reliability-based relationship between the strength reduction factors and the displacement ductility demand of nonlinear structural systems equipped with friction pendulum isolators (FPS) depending on the structural properties.