Masonry infilled frame structures: state-of-the-art review of numerical modelling

N Tarque, L Candido, G Camata, E Spacone - 2015 - repositorio.pucp.edu.pe
This paper presents a state-of-the-art review of the nonlinear modelling techniques available
today for describing the structural behaviour of masonry infills and their interaction with …

[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 …

Strength and stiffness reduction factors for infilled frames with openings

LD Decanini, L Liberatore, F Mollaioli - Earthquake Engineering and …, 2014 - Springer
Framed structures are usually infilled with masonry walls. They may cause a significant
increase in both stiffness and strength, reducing the deformation demand and increasing the …

Multi-strut macro-model for masonry infilled frames with openings

M Yekrangnia, PG Asteris - Journal of Building Engineering, 2020 - Elsevier
This study aims to propose a multi-strut macro-model, capable of simulating the overall force-
displacement behaviour of infilled frames with various opening configurations. For this …

Effects of size and position of openings on in-plane capacity of unreinforced masonry walls

Z Liu, A Crewe - Bulletin of earthquake engineering, 2020 - Springer
In recent earthquakes, unreinforced masonry (URM) structures built of masonry walls
containing openings such as doors and windows have been shown to have poor seismic …

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 evaluation of seismic performance of low‐shear strength masonry infills with openings in reinforced concrete frames with deficient seismic details

A Mansouri, MS Marefat… - The Structural Design …, 2014 - Wiley Online Library
The influence of openings on lateral behaviour of low‐shear strength masonry infilled
reinforced concrete frames is investigated. The design of the reinforced concrete frames in …

Modeling methods for collapse analysis of reinforced concrete frames with infill walls

S Li, MM Kose, S Shan, H Sezen - Journal of Structural Engineering, 2019 - ascelibrary.org
Progressive collapse behavior of RC infilled frames is studied experimentally under quasi-
static loading and numerically by using macro (strut) and micro (finite-element) models to …

In‐plane and out‐of‐plane behavior of confined masonry walls for various toothing and openings details and prediction of their strength and stiffness

V Singhal, DC Rai - Earthquake Engineering & Structural …, 2016 - Wiley Online Library
Eight half‐scale brick masonry walls were tested to study two important aspects of confined
masonry (CM) walls related to its seismic behavior under in‐plane and out‐of‐plane loads …

Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation

F Di Trapani, NA Khan, L Zhou… - Earthquake …, 2024 - Wiley Online Library
The paper presents the results of an experimental investigation assessing the influence of
the openings typology and position on the cyclic response of masonry‐infilled reinforced …