Simplified micro modeling of partially grouted masonry assemblages

M Bolhassani, AA Hamid, ACW Lau, F Moon - Construction and Building …, 2015 - Elsevier
Masonry is an anisotropy structure due to the presence of different components within the
assembly. Although, the concepts of concrete modeling are applicable to fully grouted …

FRP-retrofitted URM walls under in-plane shear: review and assessment of available models

Y Zhuge - Journal of Composites for Construction, 2010 - ascelibrary.org
In the last two decades, several seismic retrofitting techniques for masonry structures have
been developed and practiced and fiber-reinforced polymer (FRP) material has been …

Seismic vulnerability assessment of confined masonry structures by macro-modeling approach

A Ahmed, K Shahzada - Structures, 2020 - Elsevier
As seen during numerous earthquakes, confined masonry exhibited a reliable anti-seismic
response due to a number of factors. To understand the effect of these factors, a case study …

2011 Van earthquakes: lessons from damaged masonry structures

R Oyguc, E Oyguc - Journal of Performance of Constructed Facilities, 2017 - ascelibrary.org
Abstract On October 23 and November 9, 2011, two earthquakes struck the Van Province in
eastern Turkey. Masonry buildings in the region were severely damaged. This paper …

A simplified model for analysis of unreinforced masonry shear walls under combined axial, shear and flexural loading

B Ghiassi, M Soltani, AA Tasnimi - Engineering Structures, 2012 - Elsevier
A macro-computational model is presented in this study for simulating the nonlinear static
behavior of masonry walls. The adopted strategy is based on modeling the nonlinear …

Shear behaviour of masonry panel: parametric FE analyses

L Berto, A Saetta, R Scotta, R Vitaliani - International journal of solids and …, 2004 - Elsevier
In this paper a parametric study of shear stressed masonry panels has been carried out both
by means of micro-and macro-finite element modelling. Within the framework of continuum …

Nonlinear finite element modeling of reinforced masonry shear walls for bidirectional loading response

E Minaie, FL Moon, AA Hamid - Finite Elements in Analysis and Design, 2014 - Elsevier
The objective of this paper is to analytically establish the effects of bidirectional loading on
the response of reinforced masonry shear walls. To accomplish this, an efficient nonlinear …

Numerical analysis of structural masonry: mesoscale approach

B Shieh-Beygi, S Pietruszczak - Computers & Structures, 2008 - Elsevier
This paper is focused on modeling of progressive failure in brick masonry. A mesoscale
approach is adopted, in which the structural behavior is examined at the level of …

[HTML][HTML] Seismic behaviour of industrial masonry chimneys

FJ Pallarés, A Agüero, M Martín - International Journal of Solids and …, 2006 - Elsevier
This paper deals with the seismic behaviour of an unreinforced masonry chimney
representative of the large number of chimneys currently in existence in many European …

Nonlinear finite element analysis of grouted and ungrouted hollow interlocking mortarless block masonry system

WA Thanoon, AH Alwathaf, J Noorzaei, MS Jaafar… - Engineering …, 2008 - Elsevier
The main feature of the interlocking hollow block masonry is the replacement of mortar
layers commonly used in bonded masonry with interlocking keys (protrusions and grooves) …