[HTML][HTML] Capacity of unreinforced masonry walls in out-of-plane two-way bending: A review of analytical formulations

LZ Chang, F Messali, R Esposito - Structures, 2020 - Elsevier
Investigations of post-seismic events show that the collapse of walls in out-of-plane (OOP)
two-way bending can be one of the most predominant failure mechanisms for unreinforced …

Seismic fragility assessment of nonstructural components in unreinforced clay brick masonry buildings

H Derakhshan, KQ Walsh, JM Ingham… - Earthquake …, 2020 - Wiley Online Library
The results of an investigation of the probability of earthquake damage to nonstructural
unreinforced masonry (URM) components are presented. The components include …

Dynamic one-sided out-of-plane behavior of unreinforced-masonry wall restrained by elasto-plastic tie-rods

O AlShawa, D Liberatore… - International Journal of …, 2019 - Taylor & Francis
Past earthquakes have shown the high vulnerability of existing masonry buildings,
particularly to out-of-plane local collapse mechanisms. Such mechanisms can be prevented …

Post-earthquake reconnaissance of unreinforced and retrofitted masonry parapets

M Giaretton, D Dizhur, F da Porto… - Earthquake …, 2016 - journals.sagepub.com
Unrestrained unreinforced clay brick masonry (URM) parapets are freestanding wall
elements found atop a large number of vintage URM buildings. Parapets are considered to …

Out-of-plane strength of existing two-way spanning solid and cavity unreinforced masonry walls

H Derakhshan, W Lucas, P Visintin, MC Griffith - Structures, 2018 - Elsevier
An in-situ unreinforced masonry (URM) wall testing programme was conducted to study the
effects of as-built wall boundary conditions on its out-of-plane strength. In total, eight …

In situ out-of-plane testing of unreinforced masonry cavity walls in as-built and improved conditions

KQ Walsh, DY Dizhur, J Shafaei, H Derakhshan… - Structures, 2015 - Elsevier
Extensive research has been performed previously on assessing the out-of-plane (OOP)
seismic performance of unreinforced fired clay brick masonry (URM) walls and the retrofitting …

Seismic assessment of out-of-plane loaded unreinforced masonry walls in multi-storey buildings

H Derakhshan, D Dizhur, M Griffith… - Bulletin of the New …, 2014 - eprints.qut.edu.au
A procedure is proposed to evaluate the dynamic out-of-plane stability of cracked
unreinforced masonry (URM) walls located in multi-storey URM buildings. The equations of …

Construction details and observed earthquake performance of unreinforced clay brick masonry cavity-walls

M Giaretton, D Dizhur, F da Porto, JM Ingham - Structures, 2016 - Elsevier
Unreinforced masonry (URM) cavity-wall construction is a form of masonry where two leaves
of clay brick masonry are separated by a continuous air cavity and are interconnected using …

Structural characterisation of Eastern Canada's old industrial masonry buildings via typological analysis: part II–building database analysis

L Davis, D Malomo - Proceedings of the Institution of Civil …, 2024 - icevirtuallibrary.com
The typological analysis conducted in the companion paper is further expanded within this
work through the critical analysis of a new extensive building database specifically …

Full-scale experimental pushover testing of an existing URM building

LS Hogan, I Giongo, KQ Walsh, JM Ingham, D Dizhur - Structures, 2018 - Elsevier
Due to the large number of existing unreinforced masonry (URM) buildings worldwide, and
the significant seismic risk that this building stock represents, it is important to quantify the …