PINGARO, NATALIA

PINGARO, NATALIA  

DIPARTIMENTO DI ARCHITETTURA, INGEGNERIA DELLE COSTRUZIONI E AMBIENTE COSTRUITO  

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Risultati 1 - 20 di 37 (tempo di esecuzione: 0.013 secondi).
Titolo Data di pubblicazione Autori File
16-DOF Finite Element for FRCM Reinforced Masonry Arches Subjected to Debonding: Preliminary Results at Structural Level 1-gen-2025 Pingaro N.Milani G.
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 Advanced and Simple Procedure for the Nonlinear Static Analysis of Curved Masonry Structures 1-gen-2025 Buzzetti M.Gandolfi A.Pingaro N.Milani G.
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 Novel Numerical Protocol to Assess Possible Strengthening Interventions on Already Damaged Curved Masonry Structures 1-gen-2025 Pingaro N.Buzzetti M.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.
Advanced Numerical Modelling of Masonry Arches Reinforced With SRG 1-gen-2025 Pingaro N.Milani G.
Analytical and Numerical Models Based on Debonding Sawtooth Approach for SRG-Reinforced Joints Under Direct Shear Tests 1-gen-2025 Pingaro N.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.
Debonding Sawtooth Analytical Model for SRG-Strengthened Joints Subjected to Direct Shear and Experimentally Tested 1-gen-2025 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.
FE Upper Bound Limit Analysis for Automatic Detection of Collapse Mechanisms in Masonry Buildings 1-gen-2025 Buzzetti M.Pingaro N.Milani G.