Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review

E Quagliarini, G Maracchini, F Clementi - Journal of Building Engineering, 2017 - Elsevier
Since the late 1970s, nonlinear static analysis have had an increasing use in the seismic
assessment of existing unreinforced masonry (URM) buildings. Different modelling …

Simplified homogenization technique for nonlinear finite element analysis of in-plane loaded masonry walls

SA Meftah, SM Aldosari, A Tounsi, T Cuong-Le… - Engineering …, 2024 - Elsevier
The present investigation focuses on the nonlinear modelling of masonry walls under in-
plane loading. To conduct this macro-scale study, a homogenization technique is applied to …

Simulating defects in brick masonry panels subjected to compressive loads

A Gregori, M Mercuri, M Angiolilli, M Pathirage - Engineering Structures, 2022 - Elsevier
Although widespread in civil engineering construction, brick masonry walls usually designed
to resist only gravity loads are known to be vulnerable structural elements with respect to …

Structural analysis of masonry historical constructions. Classical and advanced approaches

P Roca, M Cervera, G Gariup, L Pela' - Archives of computational methods …, 2010 - Springer
A review of methods applicable to the study of masonry historical construction,
encompassing both classical and advanced ones, is presented. Firstly, the paper offers a …

Assessment of seismic behaviour of heritage masonry buildings using numerical modelling

F Clementi, V Gazzani, M Poiani, S Lenci - Journal of Building Engineering, 2016 - Elsevier
The paper analyzes the seismic vulnerability of the historical complex of “San Francesco”
located in Cagli, Marche Region, Italy. It provides both advanced 3D modelling with solid …

[HTML][HTML] Numerical modeling of a majestic masonry structure: A comparison of advanced techniques

M Schiavoni, E Giordano, F Roscini… - Engineering Failure …, 2023 - Elsevier
The present study aims to provide a comparative analysis between discontinuous models
(DM) and continuous models (CM) for the analysis of majestic masonry structures subjected …

An orthotropic damage model for the analysis of masonry structures

L Pelà, M Cervera, P Roca - Construction and Building Materials, 2013 - Elsevier
This paper presents a numerical model for nonlinear analysis of masonry structural
elements based on Continuum Damage Mechanics. The material is described at the macro …

[HTML][HTML] Advanced numerical insights for an effective seismic assessment of historical masonry aggregates

M Schiavoni, E Giordano, F Roscini, F Clementi - Engineering Structures, 2023 - Elsevier
The structural assessment of ancient masonry structures is still a challenging task. The main
reasons have been related to the shortage of information in the materials' characterization …

Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks

P Morandi, L Albanesi, F Graziotti, TL Piani… - … and Building Materials, 2018 - Elsevier
In this paper, a dataset collecting the results of in-plane cyclic tests on unreinforced masonry
piers, carried out within different research projects, is presented. The dataset includes brick …

Comparison of seismic assessment procedures for masonry arch bridges

L Pelà, A Aprile, A Benedetti - Construction and Building Materials, 2013 - Elsevier
This work delves into the seismic assessment of masonry bridges through a detailed
analysis of an existing triple-arched bridge. Firstly, the effectiveness of the nonlinear static …