Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy

M Valente, G Milani - Engineering Structures, 2016 - Elsevier
The behavior of eight historical masonry towers, located in the North-East region of Italy, is
analyzed under horizontal loads by means of detailed 3D FE models. The geometry of the …

Seismic analysis of slender monumental structures: Current strategies and challenges

MG Masciotta, PB Lourenço - Applied Sciences, 2022 - mdpi.com
The preservation and seismic risk mitigation of built cultural heritage is considered today as
a major priority in the international political agenda. Among the great variety of heritage …

Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM

M Valente, G Milani - Construction and Building Materials, 2016 - Elsevier
The seismic vulnerability assessment of eight historical masonry towers, located in the North-
East region of Italy, is carried out by means of simplified approaches. Three-dimensional …

Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers

V Sarhosis, G Milani, A Formisano… - Bulletin of Earthquake …, 2018 - Springer
A series of simplified approaches are evaluated for their effectiveness to estimate the
seismic vulnerability of historical masonry towers. First, collapse loads are evaluated on …

Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight

M Acito, M Bocciarelli, C Chesi, G Milani - Engineering Structures, 2014 - Elsevier
The paper presents the final results of a wide numerical campaign conducted by the authors
at the Technical University of Milan in cooperation with the Italian Cultural and Architectural …

Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy

S Casolo, G Milani, G Uva, C Alessandri - Engineering Structures, 2013 - Elsevier
Ten existing masonry towers, located in the coastal Po Valley (Italy), are analysed in the
presence of seismic excitations. They show some affinities which justify a comparative …

Advanced seismic assessment of four masonry bell towers in Italy after operational modal analysis (OMA) identification

G Milani, F Clementi - International Journal of Architectural …, 2021 - Taylor & Francis
The paper presents an advanced seismic assessment of four masonry bell towers located in
Northern Italy based on detailed 3D FE models on which elastic parameters were previously …

Preliminary assessment of the seismic vulnerability of three inclined bell-towers in ferrara, Italy

R Shehu - International Journal of Architectural Heritage, 2022 - Taylor & Francis
Three inclined historical masonry towers, located in the city of Ferrara (North-East region of
Italy), are analyzed under seismic loads employing advanced numerical models. This study …

Seismic assessment of a medieval masonry tower in Northern Italy by limit, nonlinear static, and full dynamic analyses

G Milani, S Casolo, A Naliato, A Tralli - International Journal of …, 2012 - Taylor & Francis
A comparative numerical study on a 12th-century masonry tower located in northern Italy is
described. To assess the safety of the tower under seismic loads, different numerical …

On the collapse of the masonry Medici tower: An integrated discrete-analytical approach

M Mercuri, M Pathirage, A Gregori, G Cusatis - Engineering Structures, 2021 - Elsevier
Masonry towers are characterized by a high susceptibility to seismic actions. For this task
different approaches exist and they are selected depending on the desired level of accuracy …