Modeling strategies for the computational analysis of unreinforced masonry structures: review and classification

AM D'altri, V Sarhosis, G Milani, J Rots… - … methods in engineering, 2020 - Springer
Masonry structures, although classically suitable to withstand gravitational loads, are
sensibly vulnerable if subjected to extraordinary actions such as earthquakes, exhibiting …

[HTML][HTML] State of the art of simplified analytical methods for seismic vulnerability assessment of unreinforced masonry buildings

A Shabani, M Kioumarsi, M Zucconi - Engineering Structures, 2021 - Elsevier
Cities in the develo** world are facing outstanding economic and human losses caused
by natural hazards such as earthquakes, and the amount of losses is affected by the quality …

Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice

S Cattari, B Calderoni, I Caliò, G Camata… - Bulletin of Earthquake …, 2022 - Springer
This paper provides a comphrensive review of the critical aspects of nonlinear modeling for
evaluating the seismic response of masonry structures, emphasizing the issues relevant to …

A concurrent micro/macro FE-model optimized with a limit analysis tool for the assessment of dry-joint masonry structures

MF Funari, LC Silva, N Savalle… - International Journal for …, 2022 - dl.begellhouse.com
ABSTRACT A two-step strategy for the mechanical analysis of unreinforced masonry (URM)
structures, subjected to either in-or out-of-plane loading, is presented. At a first step, a semi …

Automated image-based generation of finite element models for masonry buildings

BG Pantoja-Rosero, R Achanta, K Beyer - Bulletin of Earthquake …, 2024 - Springer
To predict the response of masonry buildings to various types of loads, engineers use finite
element models, specifically solid-element and macro-element models. For predicting …

Collapse behavior of masonry domes under seismic loads: an adaptive NURBS kinematic limit analysis approach

N Grillanda, A Chiozzi, G Milani, A Tralli - Engineering Structures, 2019 - Elsevier
The ultimate limit state behavior of masonry domes under axisymmetric gravity loads is
nowadays well known and it has been proved how a generalization of the thrush line …

Advanced numerical strategies for seismic assessment of historical masonry aggregates

N Grillanda, M Valente, G Milani, A Chiozzi… - Engineering Structures, 2020 - Elsevier
Recent seismic events in Italy have emphasized the high vulnerability of masonry buildings
in historical centers, which were generally erected in continuity to each other over time …

Visual programming for structural assessment of out-of-plane mechanisms in historic masonry structures

MF Funari, S Spadea, P Lonetti, F Fabbrocino… - Journal of Building …, 2020 - Elsevier
This work aims at proposing a novel procedure for the seismic assessment of historic
masonry structures which is computationally efficient and does not rely on destructive …

[HTML][HTML] Assessing the safety of vaulted masonry structures using thrust network analysis

RM Avelino, A Iannuzzo, T Van Mele, P Block - Computers & Structures, 2021 - Elsevier
This paper presents a methodology to assess the stability of vaulted masonry structures
using Thrust Network Analysis (TNA). It offers a new numerical strategy to compute the …

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 …