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Simplified micro modeling of partially grouted masonry assemblages
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 …
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 …
been developed and practiced and fiber-reinforced polymer (FRP) material has been …
Seismic vulnerability assessment of confined masonry structures by macro-modeling approach
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 …
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 …
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
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 …
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 …
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 …
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 …
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 …
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
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) …
layers commonly used in bonded masonry with interlocking keys (protrusions and grooves) …