A review of methods for strengthening of masonry arches with composite materials

P Zampieri, N Simoncello, CD Tetougueni… - Engineering …, 2018 - Elsevier
Strengthening of existing structures have been widely investigated around the world with the
aim to preserve historic heritage and monument. Traditional techniques are being …

Strengthening techniques for masonry domes: A review

A Bayraktar, S Bayraktar… - International Journal of …, 2023 - journals.sagepub.com
Historical masonry domes are an important part of the architectural and engineering
heritage in the World. They have been extensively used to cover the spaces of temples …

[HTML][HTML] A hybrid macro-modelling strategy with multi-objective calibration for accurate simulation of multi-ring masonry arches and bridges

B Pantò, C Chisari, L Macorini, BA Izzuddin - Computers & Structures, 2022 - Elsevier
This paper presents an efficient hybrid continuum-discrete macro-modelling strategy with an
enhanced multiscale calibration procedure for realistic simulations of brick/block-masonry …

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 …

Seismic failure behavior of masonry domes under strong ground motions

A Bayraktar, E Hökelekli, TTY Yang - Engineering Failure Analysis, 2022 - Elsevier
General stability and failure behaviors of masonry domes under static loads have been
investigated extensively in literature. However, a few studies have been done on the seismic …

Seismic behavior assessment of historical Alaeddin Bey Mosque and strengthening suggestions by CFRP fabric and steel plate

İ Şentürk, M Ergün, M Artar - Engineering Failure Analysis, 2022 - Elsevier
In this study, the effects of different strengthening methods that can be applied for
earthquake-damaged historical masonry structures on structural performance were …

Historic barrel vaults undergoing differential settlements

AM D'Altri, S De Miranda, G Castellazzi… - International Journal …, 2020 - Taylor & Francis
ABSTRACT A principal reason of damage in historic masonry vaults consists in relative
displacements of the vaults' abutments. Excluding the case of seismic-induced damage …

Nonlinear seismic analysis of masonry bridges under multiple geometric and material considerations: Application to an existing seven-span arch bridge

P Zampieri, CD Tetougueni, C Pellegrino - Structures, 2021 - Elsevier
Resilient infrastructure is nowadays attracting attention when designing new infrastructure
projects. However, many countries around the world still have a large stock of existing …

[HTML][HTML] Experimental testing and structural analysis of composite tile–reinforced concrete domes

DL López, E Bernat-Maso, S Saloustros, L Gil… - Engineering …, 2023 - Elsevier
Conventional formworks for concrete curved shells either are expensive, complex and
wasteful or have formal restrictions. Using tile vaults (also known as timbrel, Guastavino, thin …

[HTML][HTML] Experimental behaviour of damaged masonry arches strengthened with steel fiber reinforced mortar (SFRM)

N Simoncello, P Zampieri, J Gonzalez-Libreros… - Composites Part B …, 2019 - Elsevier
In this paper, the results of an experimental campaign aimed to study the behavior of
damaged solid clay brick masonry arches strengthened with steel fiber reinforced mortar …