A review of experimental investigations and assessment methods for masonry arch bridges

V Sarhosis, S De Santis, G de Felice - Structure and Infrastructure …, 2016 - Taylor & Francis
Masonry arch bridges constitute a significant proportion of European road and rail
infrastructures. Most of them are well over 100 years old and are supporting traffic loads …

Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions

TT Bui, A Limam, V Sarhosis, M Hjiaj - Engineering Structures, 2017 - Elsevier
This paper aims to improve knowledge on the suitability of the discrete element method
(DEM) to simulate the in-plane and out-of-plane behaviour of different in-configuration …

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 …

[HTML][HTML] Geometrical digital twins of masonry structures for documentation and structural assessment using machine learning

D Loverdos, V Sarhosis - Engineering Structures, 2023 - Elsevier
The generation of numerical models for masonry structures is a timely and costly procedure
since it requires the discretization of a large quantity of smaller particles. Similarly, traditional …

A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults

A Chiozzi, G Milani, A Tralli - Computers & Structures, 2017 - Elsevier
The present paper proposes a new Genetic Algorithm NURBS-based approach for the limit
analysis of masonry vaults based on an upper bound formulation. A given masonry vault …

Stochastic vulnerability assessment of masonry structures: concepts, modeling and restoration aspects

PG Asteris, A Moropoulou, AD Skentou… - Applied Sciences, 2019 - mdpi.com
A methodology aiming to predict the vulnerability of masonry structures under seismic action
is presented herein. Masonry structures, among which many are cultural heritage assets …

A discrete approach for modelling backfill material in masonry arch bridges

V Sarhosis, T Forgács, JV Lemos - Computers & Structures, 2019 - Elsevier
Masonry arch bridges form a significant portion of the European transport infrastructure
network. Many of these bridges are relatively old but still in service. Increasing vehicle loads …

Comparison of in-plane and out-of-plane failure modes of masonry arch bridges using discontinuum analysis

B Pulatsu, E Erdogmus, PB Lourenço - Engineering Structures, 2019 - Elsevier
This research aims to provide a better understanding of the structural behavior of masonry
arch bridges using advanced modeling strategies. Two main contributions are achieved in …

Distinct element modelling of the in‐plane cyclic response of URM walls subjected to shear‐compression

D Malomo, MJ DeJong, A Penna - Earthquake Engineering & …, 2019 - Wiley Online Library
The in‐plane capacity of unreinforced masonry (URM) elements may vary considerably
depending on several factors, including boundary conditions, aspect ratio, vertical …

A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches

F Cannizzaro, B Pantò, S Caddemi, I Caliò - Engineering Structures, 2018 - Elsevier
The structural response of masonry arches is strongly dominated by the arch geometry, the
stone block dimensions and the interaction with backfill material or surrounding walls. Due …