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 …

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 …

TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings

S Lagomarsino, A Penna, A Galasco, S Cattari - Engineering structures, 2013 - Elsevier
The seismic analysis of masonry buildings requires reliable nonlinear models as effective
tools for both design of new buildings and assessment and retrofitting of existing ones …

Probabilistic approach to assess URM walls with openings using discrete rigid block analysis (D-RBA)

B Pulatsu, S Gonen, F Parisi, E Erdogmus… - Journal of Building …, 2022 - Elsevier
This study aims to improve our current understanding of the seismic assessment of load-
bearing unreinforced masonry (URM) systems by proposing a probabilistic computational …

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 …

In-plane and out-of-plane testing of unreinforced masonry walls strengthened using polymer textile reinforced mortar

N Ismail, JM Ingham - Engineering Structures, 2016 - Elsevier
Details of an experimental program investigating the structural performance of unreinforced
masonry (URM) walls strengthened using two different types of polymer textile reinforced …

A Macro-Distinct Element Model (M-DEM) for simulating the in-plane cyclic behavior of URM structures

D Malomo, MJ DeJong - Engineering Structures, 2021 - Elsevier
In this work, a new Macro-Distinct Element Model (M-DEM) for the analysis of the in-plane
behavior of unreinforced masonry (URM) structures, aimed at combining the efficiency of …

A Macro-Distinct Element Model (M-DEM) for out-of-plane analysis of unreinforced masonry structures

D Malomo, MJ DeJong - Engineering Structures, 2021 - Elsevier
Despite the vulnerability of unreinforced masonry (URM) structures to out-of-plane (OOP)
loading, computational methods that can efficiently simulate OOP failure at the building …

Acquiring reference parameters of masonry for the structural performance analysis of historical buildings

M Kržan, S Gostič, S Cattari, V Bosiljkov - Bulletin of earthquake …, 2015 - Springer
The structural performance of historical masonry elements can be understood provided the
following factors are known: geometry; the characteristics of its masonry texture and …

Spatial stochastic D-RBA and limit equilibrium analysis of unreinforced masonry pier-spandrel structures

B Pulatsu, S Gonen, MF Funari, F Parisi - Engineering structures, 2023 - Elsevier
This study investigates the effect of spatially varying material properties on the in-plane
seismic behaviour and capacity of an unreinforced pier-spandrel masonry system. The …