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 …

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 …

Seismic damage assessment of a historic masonry building under simulated scenario earthquakes: A case study for Arge-Tabriz

N Hoveidae, A Fathi, S Karimzadeh - Soil Dynamics and Earthquake …, 2021 - Elsevier
Damage prediction of existing buildings against natural events is a challenge for engineers.
Although several approaches have been proposed in the bibliography for damage …

Quasi-static nonlinear seismic assessment of a fourth century AD Roman Aqueduct in Istanbul, Turkey

S Gonen, B Pulatsu, E Erdogmus, E Karaesmen… - Heritage, 2021 - mdpi.com
The majority of architectural heritage consists of load-bearing masonry components made
up of stone units and relatively weak mortar joints, yielding potential weak planes for …

In-plane structural performance of dry-joint stone masonry Walls: A spatial and non-spatial stochastic discontinuum analysis

B Pulatsu, S Gonen, E Erdogmus, PB Lourenço… - Engineering …, 2021 - Elsevier
In this study, the in-plane structural behavior, capacity, and performance of dry-joint stone
masonry walls (DJ-SMWs) and the effects of the vertical stress level on these factors are …

Stochastic discontinuum analysis of unreinforced masonry walls: Lateral capacity and performance assessments

S Gonen, B Pulatsu, S Soyoz, E Erdogmus - Engineering Structures, 2021 - Elsevier
In this study, lateral capacity and load-deflection behavior of unreinforced stone masonry
walls are analyzed based on the discrete element method considering the uncertainties in …

[HTML][HTML] Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls

S Gonen, B Pulatsu, E Erdogmus, PB Lourenço… - … and Building Materials, 2022 - Elsevier
This study investigates the influence of the uncertainty in material properties on the in-plane
lateral behavior and capacity of stone masonry walls via a stochastic discontinuum analysis …

Comparison of different numerical modelling approaches for the assessment of the out-of-plane behaviour of two-leaf stone masonry walls

A Murano, A Mehrotra, J Ortega, H Rodrigues… - Engineering …, 2023 - Elsevier
This work compares the ability of different numerical modelling approaches to simulate the
out-of-plane behaviour of two-leaf stone masonry walls with different masonry bond …

[HTML][HTML] Quantification of the crack propagation and global failure mechanism of single-and multi-ring masonry arch bridges

B Liu, V Sarhosis, JV Lemos - Engineering Structures, 2024 - Elsevier
This paper presents the development of a novel crack-based damage quantification method
to assess the damage accumulation in masonry arch bridges subjected to externally applied …

[HTML][HTML] Lateral capacity of URM walls: a parametric study using macro and micro limit analysis predictions

S Szabó, MF Funari, B Pulatsu, PB Lourenço - Applied Sciences, 2022 - mdpi.com
This research investigates the texture influence of masonry walls' lateral capacity by
comparing analytical predictions performed via macro and micro limit analysis. In particular …