BUZZETTI, MARTINA

BUZZETTI, MARTINA  

DIPARTIMENTO DI ARCHITETTURA, INGEGNERIA DELLE COSTRUZIONI E AMBIENTE COSTRUITO  

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Risultati 1 - 19 di 19 (tempo di esecuzione: 0.02 secondi).
Titolo Data di pubblicazione Autori File
'HYBRID' FULL MODELS FOR SEISMIC ASSESSMENT OF MASONRY AGGREGATES THROUGH PUSHOVER ANALYSIS 1-gen-2023 Acito M.Buzzetti M.Milani G. +
3D Heterogeneous Finite Element Analysis of a Masonry Cloister Vault in the Former Monastery of Santa Maria della Pace in Piacenza (Italy) 1-gen-2025 Gandolfi A.Buzzetti M.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 Fast Upper Bound FE Limit Analysis-Based Approach for the Design of Tie Rods in Historical Masonry Structures 1-gen-2025 Buzzetti M.Domaneschi M.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 Novel Numerical Protocol to Assess Possible Strengthening Interventions on Already Damaged Curved Masonry Structures 1-gen-2025 Pingaro N.Buzzetti M.Milani G.
A Pushover-Based Preventive Procedure for Assessing the Seismic Performance of Masonry Structures Under Earthquake Sequences 1-gen-2025 Buzzetti M.Acito M.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 Model for Historical Masonry Structures Subjected to Seismic Sequences 1-gen-2025 Buzzetti M.Acito M.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.
COMPARISON OF THE RECORDED SEISMIC SIGNALS FOR THE 2012 EMILIA AND 2016 CENTRAL ITALY SEISMIC SEQUENCES WITH THE DESIGN EARTHQUAKES BASED ON THE PSHA APPROACH 1-gen-2023 Acito M.Buzzetti M.Chesi C.Milani G.
Failures and damages of historical masonry structures induced by 2012 northern and 2016-17 central Italy seismic sequences: Critical issues and new perspectives towards seismic prevention 1-gen-2023 Acito, MBuzzetti, MChesi, CMagrinelli, EMilani, G
FE Upper Bound Limit Analysis for Automatic Detection of Collapse Mechanisms in Masonry Buildings 1-gen-2025 Buzzetti M.Pingaro N.Milani G.
General methodological approach for the seismic assessment of masonry aggregates 1-gen-2023 Acito M.Buzzetti M.Milani G. +
Italian Seismic Damage Prevention Policies for the Built Heritage: Efficacy and New Perspectives 1-gen-2024 Acito M.Buzzetti M.Chesi C.Milani G.
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.
Optimal Design of Tie-Rod Strengthening for Historical Masonry Structures Through a Genetic Algorithm Combined with Limit Analysis 1-gen-2025 Buzzetti M.Milani G.
PROPOSAL OF A GENERAL METHODOLOGICAL APPROACH FOR THE SEISMIC ASSESSMENT OF HISTORICAL MASONRY AGGREGATES 1-gen-2023 Acito M.Buzzetti M.Milani G. +
Semi-automatic calibration of numerical models for the seismic safety assessment of masonry towers embedded in building aggregates 1-gen-2024 Buzzetti, M.Acito, M.Chesi, C. +