PINGARO, NATALIA

PINGARO, NATALIA  

DIPARTIMENTO DI ARCHITETTURA, INGEGNERIA DELLE COSTRUZIONI E AMBIENTE COSTRUITO  

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Risultati 1 - 20 di 26 (tempo di esecuzione: 0.032 secondi).
Titolo Data di pubblicazione Autori File
2D and 3D Modelling and Analysis of Masonry Double Curvature Structures 1-gen-2025 Gandolfi A.Pingaro N.Milani G.
A 2D Nonlinear Finite Element Model for Curved Masonry Pillars Reinforced with FRCM and Tested under Direct Shear Conditions 1-gen-2025 Pingaro N.Milani G.
A computerized tool for the kinematic limit analysis of 2D masonry structures failing on a tilting table 1-gen-2025 Hua, YiweiBuzzetti, MartinaPingaro, Nataliada Silva, Luis C. M.Milani, Gabriele
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.
A Simplified Analytical Interface Model for FRCM-Strengthened Masonry 1-gen-2025 Pingaro N.Milani G. +
Advanced FE nonlinear numerical modeling to predict historical masonry vaults failure: Assessment of risk collapse for a long span cloister vault heavily loaded at the crown by means of a general-purpose numerical protocol 1-gen-2025 Pingaro N.Buzzetti M.Milani G.
Automatic CAD kinematic limit analysis approach for the limit analysis of masonry towers 1-gen-2020 Pingaro N.Milani G. +
Automatic detection of local collapse mechanisms in historical masonry buildings: Fast and robust FE upper bound limit analysis 1-gen-2025 Buzzetti M.Pingaro N.Milani G.
Collapse Risk Assessment of Long-Span Masonry Cloister Vaults Under Paradigmatic Crown Loading: A Heterogeneous Limit Analysis Approach with Stereotomy 1-gen-2025 Pourfouladi M.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.
Elastic Body Spring Method (EBSM) for the Stability Analysis of the Global Vipassana Pagoda in Mumbai, India 1-gen-2025 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 Bond Behavior of Anchored FRCM-Reinforced Masonry Pillars Subjected to Direct Shear Tests 1-gen-2025 Pingaro N.Milani G. +
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