Employing non-contact sensing techniques for improving efficiency and automation in numerical modelling of existing masonry structures: A critical literature review

N Kassotakis, V Sarhosis - Structures, 2021 - Elsevier
This paper presents approaches for the employment of non-contact sensing to enhance both
the efficiency and reliability of numerical modelling of historic masonry. It commences with a …

Study of the effect of construction techniques on the seismic capacity of ancient dry-joint masonry towers through DEM

B Pulatsu, F Gencer, E Erdogmus - European Journal of …, 2022 - Taylor & Francis
This paper investigates the seismic capacity and collapse mechanism of dry-joint masonry
towers built with different ancient construction techniques at the Caria and Pamphylia …

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 …

Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions

M Valente, G Milani - Engineering Failure Analysis, 2019 - Elsevier
The seismic response and strengthening of two complex monumental masonry churches
located in Northern Italy have been investigated through an advanced macro-modelling FE …

Simulation of uniaxial tensile behavior of quasi-brittle materials using softening contact models in DEM

B Pulatsu, E Erdogmus, PB Lourenço… - International Journal of …, 2019 - Springer
This study proposes new contact models to be incorporated into discrete element method
(DEM) to more accurately simulate the tensile softening in quasi-brittle materials, such as …

Monumental articulated ancient Greek and Roman columns and temples and earthquakes: archaeological, historical, and engineering approaches

SC Stiros - Journal of seismology, 2020 - Springer
Structural analyses indicate that monumental articulated ancient Greek and Roman (MAGR)
columns and temples have a very particular seismic response, differing from rigid structures …

Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations

V Sarhosis, D Baraldi, JV Lemos, G Milani - Soil Dynamics and Earthquake …, 2019 - Elsevier
Earthquakes represent one of the major threats to cultural heritage monuments, such as
classical ancient columns. Understanding the behaviour and dynamic response of such …

Reverse engineering a fully collapsed ancient roman temple through geoarchaeology and DEM

E Erdogmus, B Pulatsu, A Gaggioli… - International Journal of …, 2021 - Taylor & Francis
The imperial Temple at the ancient Roman site of Antiochia ad Cragum has been excavated
and studied by an interdisciplinary team since 2005. The temple was found in a collapsed …

Nonlinear dynamic response of stone masonry minarets under harmonic excitation

E Çaktı, Ö Saygılı, JV Lemos, CS Oliveira - Bulletin of Earthquake …, 2020 - Springer
In this paper three historical masonry minarets in Istanbul, Turkey, are assessed for the
dependency between the input harmonic motion and structural response parameters. Their …

In-plane static response of dry-joint masonry arch-pier structures

B Pulatsu, E Erdogmus, EM Bretas, PB Lourenço - AEI 2019, 2019 - ascelibrary.org
The majority of historical masonry structures include arches and vaults, constructed with or
without (dry-joint) any mortar. This paper focuses on dry-joint masonry, because it is …