[HTML][HTML] Evaluating the behaviour of centrally perforated unreinforced masonry walls: Applications of numerical analysis, machine learning, and stochastic methods

M Khaleghi, J Salimi, V Farhangi, MJ Moradi… - Ain Shams Engineering …, 2022 - Elsevier
The presence of openings greatly affects the response of unreinforced masonry (URM)
walls. This topic greatly attracts the attention of many researchers. Perforated unreinforced …

Application of artificial neural network to predict load bearing capacity and stiffness of perforated masonry walls

M Khaleghi, J Salimi, V Farhangi, MJ Moradi… - CivilEng, 2021 - mdpi.com
Perforations adversely affect the structural response of unreinforced masonry walls (UMW)
by reducing the wall's load bearing capacity, which can cause serious structural damage. In …

Experimental characterization and detailed micro-modeling of multi-perforated clay brick masonry structural response

C Sandoval, O Arnau - Materials and Structures, 2017 - Springer
Aiming towards a better understanding of the structural response presented by multi-
perforated clay brick masonry, this paper presents the results of an experimental program …

A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls

H Pirsaheb, MJ Moradi, G Milani - Engineering Structures, 2020 - Elsevier
Several simplified and advanced methods have been proposed to evaluate the behavior of
masonrywalls under in-plane loads, but their implementation in standard commercial …

A new strut model for solid masonry infills in steel frames

M Yekrangnia, M Mohammadi - Engineering Structures, 2017 - Elsevier
This paper presents in-depth results of a proposed strut model for masonry infill walls in
moment-resisting steel frames. The proposed model is based on the results of calibrated …

Plasticity based approach for failure modelling of unreinforced masonry

N Kumar, R Amirtham, M Pandey - Engineering structures, 2014 - Elsevier
In this work, a plasticity based composite interface model is proposed for failure analysis of
unreinforced masonry. The hyperbolic composite interface model consists of a single …

Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons

N Spinella, P Colajanni, A Recupero - Construction and building materials, 2014 - Elsevier
The results of in situ tests carried out on unreinforced and reinforced poor rubble masonry
full-scale walls in the earthquake prone Messina (Italy) area are presented and discussed …

Mechanical and thermal tests of an innovative environment-friendly hollow block as self-insulation wall materials

J Wu, G Bai, H Zhao, X Li - Construction and Building Materials, 2015 - Elsevier
Nowadays, energy dissipation of buildings has caused serious problems to the environment
for leading to overuse of resources in China. To reduce energy consumption and protect the …

Experimental research on the behavior of masonry walls reinforced with dry-connected steel plate frames under axial compression

Y Hou, K Duan, S Cao, J Liu, D Jing, Z Zhang - Journal of Building …, 2022 - Elsevier
This paper conducted several experimental tests and theoretical analyses to present a
comprehensive study on the behavior of dry-connected steel plate frame-reinforced brick …

[图书][B] Shear strength prediction methods for grouted masonry shear walls

P Dillon - 2015 - search.proquest.com
The research in this dissertation is divided between three different approaches for predicting
the shear strength of reinforcement masonry shear walls. Each approach provides …