PINGARO, NATALIA

PINGARO, NATALIA  

DIPARTIMENTO DI ARCHITETTURA, INGEGNERIA DELLE COSTRUZIONI E AMBIENTE COSTRUITO  

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Risultati 1 - 15 di 15 (tempo di esecuzione: 0.025 secondi).
Titolo Data di pubblicazione Autori File
A New Analytical Model for FRCM Coupons 1-gen-2024 Pingaro N.Milani G.
A novel analytical model for fiber reinforced cementitious matrix FRCM coupons subjected to tensile tests 1-gen-2024 Pingaro N.Milani G.
Automatic CAD kinematic limit analysis approach for the limit analysis of masonry towers 1-gen-2020 Pingaro N.Milani G. +
Debonding sawtooth analytical model and FE implementation with in-house experimental validation for SRG-strengthened joints subjected to direct shear 1-gen-2023 Pingaro N.Calabrese A. S.Milani G.Poggi C.
Efficacy of FRP Hooping in Masonry Domes: A Simple Numerical Approach 1-gen-2023 Gandolfi A.Pingaro N.Milani G.
Full 3D CAD procedure for the speedy evaluation of the seismic vulnerability of masonry towers 1-gen-2019 N. PingaroG. Milani
Non-linear 1D 16-DOF finite element for Fiber Reinforced Cementitious Matrix (FRCM) strengthening systems 1-gen-2024 Pingaro N.Milani G.
Nonlinear Static Analysis of Global Vipassana Pagoda by Means of a Novel FE-Based Method: Modelling Strategy 1-gen-2024 Gandolfi A.Pingaro N.Milani G.Ghosh S.Halani B.
Nonlinear Static Analysis of Global Vipassana Pagoda by Means of a Novel FE-Based Method: Results 1-gen-2024 Gandolfi A.Pingaro N.Milani G.Ghosh S.Halani B.
On the Nonlinear Behaviour of Domes Subjected to Point Loads on the Crown 1-gen-2024 Gandolfi A.Pingaro N.Milani G.
On the Stability of Masonry Arches Through Limit Analysis and a Nonlinear Finite Element-Based Method 1-gen-2025 N. PingaroG. CardaniD. CoronelliG. Milani
Preliminary Assessment of a Composite Historical Masonry Column Subjected to Concentrated Loads 1-gen-2024 Pingaro N.Gandolfi A.Milani G.Ghosh S.Halani B.
Simple non-linear numerical modelling of masonry arches reinforced with SRG using elasto-fragile and elasto-ductile truss finite elements 1-gen-2023 Pingaro N.Milani G.
Simple Nonlinear Numerical Modeling for Unreinforced and FRP-Reinforced Masonry Domes 1-gen-2024 Gandolfi A.Pingaro N.Milani G.
Simple Truss Finite Element to Model FRCM Strengthened Specimens in Single Lap Shear Tests 1-gen-2024 Pingaro N.Milani G.