PINGARO, NATALIA

PINGARO, NATALIA  

DIPARTIMENTO DI ARCHITETTURA, INGEGNERIA DELLE COSTRUZIONI E AMBIENTE COSTRUITO  

Mostra records
Risultati 1 - 20 di 32 (tempo di esecuzione: 0.02 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 8-DOF TRUSS ELEMENT FOR FRCM RETROFITTING OF MASONRY WALLS IN-PLANE LOADED 1-gen-2024 Pingaro N.Milani G.
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 HETEROGENEOUS LIMIT ANALYSIS TOOL WITH STEREOTOMY FOR THE ASSESSMENT OF MASONRY CURVED STRUCTURES 1-gen-2025 Pingaro N.Pourfouladi M.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 NUMERICAL STRATEGY TO ASSESS THE STABILITY OF MASONRY VAULTS: A CASE STUDY IN THE URBINO PALACE 1-gen-2025 Pingaro N.Magnani M.Milani G. +
A Simplified Analytical Interface Model for FRCM-Strengthened Masonry 1-gen-2025 Pingaro N.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. +
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 for SRG-Strengthened Joints Subjected to Direct Shear and Experimentally Tested 1-gen-2025 Pingaro N.Calabrese A. S.Milani G.Poggi C.
FAST SEISMIC VULNERABILITY ANALYSIS OF HISTORICAL MASONRY STRUCTURES BY MEANS OF A NOVEL LIMIT ANALYSIS-BASED APPROACH 1-gen-2024 Buzzetti M.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.
Full 3D CAD procedure for the speedy evaluation of the seismic vulnerability of masonry towers 1-gen-2019 N. PingaroG. Milani
Limit Analysis-Based Approach for the Assessment of Local Failures in Masonry Aggregates According to Italian Standards 1-gen-2025 Buzzetti M.Pingaro N.Gandolfi A.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.