Out-of-plane behaviour of unreinforced masonry infill walls: Review of the experimental studies and analysis of the influencing parameters
Over the last 50 years, research has mainly focused on characterizing the In-Plane
behaviour of unreinforced masonry infill walls. Recently, the focus of research has been …
behaviour of unreinforced masonry infill walls. Recently, the focus of research has been …
Experimental assessment of the in-plane/out-of-plane interaction in unreinforced masonry infill walls
During earthquakes, unreinforced masonry (URM) infills are subjected to in-plane (IP) and
out-of-plane (OOP) actions. Displacement demands in the IP direction affect the OOP …
out-of-plane (OOP) actions. Displacement demands in the IP direction affect the OOP …
Determination of piers shear capacity using numerical analysis and machine learning for generalization to masonry large scale walls
H Li, J Li, V Farhangi - Structures, 2023 - Elsevier
In this study, comprehensive investigations were conducted on the structural behavior of
masonry shear walls considering both aspect ratios and the axial forces. A reliable and …
masonry shear walls considering both aspect ratios and the axial forces. A reliable and …
[HTML][HTML] Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames
The analysis of the behaviour of masonry infills under out-of-plane (OOP) and in-plane (IP)
loading is paramount to correctly assess the seismic performance of reinforced concrete …
loading is paramount to correctly assess the seismic performance of reinforced concrete …
Experimental investigation of the influence of slenderness ratio and of the in-plane/out-of-plane interaction on the out-of-plane strength of URM infill walls
This study presents the results of eight experimental tests on unreinforced masonry infills for
the assessment of their out-of-plane (OOP) response and of the effects on it of in-plane (IP) …
the assessment of their out-of-plane (OOP) response and of the effects on it of in-plane (IP) …
Experimental and numerical evaluation of confined masonry walls retrofitted with engineered cementitious composites
M Deng, S Yang - Engineering Structures, 2020 - Elsevier
This study presents experimental and numerical research on the in-plane behavior of
unreinforced confined masonry walls retrofitted using engineered cementitious composite …
unreinforced confined masonry walls retrofitted using engineered cementitious composite …
A Macro‐Distinct Element Model (M‐DEM) for simulating in‐plane/out‐of‐plane interaction and combined failure mechanisms of unreinforced masonry structures
In the seismic analysis of unreinforced masonry (URM) structures, the modeling of out‐of‐
plane (OOP) modes and their mechanical interaction with in‐plane (IP) loaded components …
plane (OOP) modes and their mechanical interaction with in‐plane (IP) loaded components …
Residual out-of-plane capacity of infills damaged by in-plane cyclic loads
During earthquakes, infills are subjected to In-Plane (IP) and Out-Of-Plane (OOP) actions. In
the case of strong earthquakes, infills may progressively change their mechanical behavior …
the case of strong earthquakes, infills may progressively change their mechanical behavior …
Empirical prediction of the in-plane/out-of-plane interaction effects in clay brick unreinforced masonry infill walls
The out-of-plane (OOP) response of unreinforced masonry (URM) infill walls under seismic
loading has been widely studied in very recent times with both experimental and numerical …
loading has been widely studied in very recent times with both experimental and numerical …
Pushover analysis of confined masonry walls using a 3D macro-modelling approach
J Yacila, G Camata, J Salsavilca, N Tarque - Engineering Structures, 2019 - Elsevier
This paper shows a novelty way to simulate the nonlinear behaviour of confined masonry
walls subjected to in-plane lateral loading by using a 3D macro-modelling approach. For this …
walls subjected to in-plane lateral loading by using a 3D macro-modelling approach. For this …