Marco Tanganelli (0000-0002-3392-5662)

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Marco Tanganelli is Associate Professor in Costruction Design (SSD ICAR/09) since 2009, in the Department of Architecture of the University of Florence. He graduated in November 2002, in 2003 he won a scholarship from the “Ente Cassa di Firenze” titled "Seismic Vulnerability of historic buildings and monuments". In 2007 becomes PhD Doctor (XIX cycle) with a thesis titled "Analysis of three-dimensional seismic performance of reinforced concrete frame structures." In 2007 he won a scholarship for post-doctoral research, offered by the University of Florence, with a research project titled "Prevision of the seismic response of irregular buildings using pushover analysis". Since 2002, he's been studied seismic engineering topics, with specific reference to the evaluation of seismic performance of civil structures existing and no-existing.

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Università degli Studi di Firenze: Firenze, Florence, IT

2022-02-01 to present | Associate Professor (Departement of Architecture)

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Marco Tanganelli

https://orcid.org/0000-0002-3392-5662

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Università degli Studi di Firenze: Firenze, Florence, IT

University of Florence: Florence, Toscana, IT

Education and qualifications (1)

University of Florence: Florence, Toscana, IT

Works (50 of 51)

Simplified and Numerical Approaches for the Evaluation of the Plan Irregularity in Masonry Buildings

Compound-based approach for large scale seismic vulnerability assessment: application to the Garfagnana area in Tuscany

Dynamic Identification of Complex Structures: The Case Study of “Palazzo dei Priori”, Florence, Italy

Finite-Element Seismic Assessment of a Masonry Cross Vault Through Blind Predictions and Numerical Simulations

Integrated Approach to the Functional, Structural, and Energy Assessment of a School Building

Parametric Modelling in BIM for Structural Analysis of Masonry Vaults

Results from the Seismometric Continuous Monitoring of an Ancient Bell Tower: The Arnolfo Tower, Palazzo Della Signoria, Florence, Italy

Assessment of the Seismic Vulnerability of Florence (Italy) Through Macro-Seismic Methods

Seismic Vulnerability of Florence, Italy

A Multiscale Approach for the Seismic Vulnerability Assessment of Historical Centres in Masonry Building Aggregates: Cognitive Approach and Interdisciplinary Perspectives

Historic Building Information Modeling for Conservation and Maintenance: San Niccolo’s Tower Gate, Florence

Evaluation of the Seismic Vulnerability of Giotto’s Bell Tower: Comparison of Different Methodologies

Seismic Resilience of Emergency Departments: A Case Study

Seismic Resilience of Emergency Departments: A Case Study

Assessment of the Acceleration Floor Spectra Through Dynamic Identification: The Museum of Bargello in Florence

Conservation Strategies for the Palazzo degli Affari in Florence (Italy): The Role of Protective Treatments on the Concrete Carbonation Resistance

Modeling Marble Artworks: The Statue “Oceanus” by Giambologna

Structural Health Monitoring for Architectural Heritage: Case Studies in Central Italy

Vulnerability Assessment of Art Collections: The National Archaeological Museum “Gaio Cilnio Mecenate” in Arezzo (Italy)

Vulnerability Assessment of Art Collections: the National Archaeological Museum “Gaio Cilnio Mecenate” in Arezzo (Italy)

Knowledge-Based Investigation of Seismic Vulnerability Assessment and Compatible Strengthening Design of an Existing Masonry Building

The Giotto's Bell Tower at Firenze (Italy): foundation assessment

An Oriented H-BIM Approach for the Seismic Assessment of Cultural Heritage Buildings: Palazzo Vecchio in Florence

Integrated techniques for the structural assessment of cultural heritage masonry buildings: application to Palazzo Cocchi-Serristori in Florence

Dynamic Identification and Structural Behavior of an Irregular School Building

Mechanical Properties of Mortars for Structural Restoration of Historic Masonry Buildings

Seismic Vulnerability Assessment of a Medieval Urban Cluster Identified as a Complex Historical Palace: Palagio di Parte Guelfa in Florence

Seismic assessment of the XX century masonry buildings in Florence: Vulnerability insights based on urban data acquisition and nonlinear static analysis

The Building Stones of Prato’s Cathedral and Bell Tower, Italy

A Multiscale Approach for the Seismic Vulnerability Assessment of Historical Centres in Masonry Building Aggregates: Cognitive Approach and Interdisciplinary Perspectives

Analysis of vibrations recorded inside the cemetery area of Incisa, central Italy

The seismic analysis of Cerere at the Museum of Bargello

Effects of Soil Characterization on the Seismic Input

Issues concerning the assessment of concrete compressive strength in existing buildings: Application to a case study

On the modelling of infilled RC frames through strut models

Bidirectional analysis of a real RC building according to the Italian code provisions

Concrete strength variability as a source of irregularity for existing RC structures

Seismic assessment of a real RC asymmetric hospital building according to NTC 2008 analysis methods

Seismic performance sensitivity to concrete strength variability: A case-study

The dispersion of concrete compressive strength of existing buildings

The effects of the axial load variation on the seismic performance of existing RC buildings

The effects of the seismic input on the seismic response of RC buildings

Torsional effects due to concrete strength variability in existing buildings

Large-scale seismic vulnerability assessment method for urban centres. An application to the city of Florence

Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures

Effect of the variability in plan of concrete mechanical properties on the seismic response of existing RC framed structures

Influence of infill panels on the seismic response of existing RC buildings: A case study

Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures

On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: A case study

The effect of common irregularities on the seismic performance of existing RC framed buildings

Peer review (30 reviews for 7 publications/grants)