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Differentiation between the terms ”confined masonry“ and ”infill masonry“
Mauerwerk, 2018AbstractThis publication concerns the differentiation between the terms ”confined masonry“ and ”infill masonry“ using the example of the national technical approval Z‐17.1‐1145 – POROTON S9 MW –vertically perforated clay units with integrated thermal insulation using thin layer mortar [1].
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Bulletin of Earthquake Engineering, 2018
A wide number of experimental studies conducted in latest years pointed out the high influence of the mechanical properties of masonry units and mortar bed joints on lateral strength and stiffness of masonry panels. This feature significantly modifies the global response of infilled frames under seismic actions as well as the local interaction ...
G. Blasi, D. Perrone, M. A. Aiello
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A wide number of experimental studies conducted in latest years pointed out the high influence of the mechanical properties of masonry units and mortar bed joints on lateral strength and stiffness of masonry panels. This feature significantly modifies the global response of infilled frames under seismic actions as well as the local interaction ...
G. Blasi, D. Perrone, M. A. Aiello
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Behaviour and analysis of masonry‐infilled frames
Progress in Structural Engineering and Materials, 2002AbstractMasonry infills are frequently used as interior partitions and exterior walls in buildings. They are usually treated as non‐structural elements, and their interaction with the bounding frame is often ignored in design. The performance of such structures during an earthquake has attracted major attention. Even though frame–infill interaction has
P Benson Shing, Armin B Mehrabi
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In-Plane Analysis of Masonry Infill Materials
Practice Periodical on Structural Design and Construction, 2001Simple methods for determining the corner crushing strength and the in-plane stiffness of masonry infills are developed. The methods are applicable to structural clay tile, clay brick, and concrete masonry infills and to both steel and concrete bounding frames.
Roger D. Flanagan, Richard M. Bennett
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Seismic Reliability of Masonry-Infilled RC Frames
Journal of Structural Engineering, 2001This study focuses on the probabilistic assessment of reinforced concrete (RC) frames infilled with clay brick walls and subjected to earthquake loading. The adopted methodology extends from that previously developed by the writers for bare RC frames by the introduction of additional random variables to account for the uncertainty in the masonry ...
Christiana Dymiotis +2 more
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Strengthening masonry infill walls with reinforced plaster
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2010One technique for strengthening masonry infill walls against seismic lateral forces permitted by the Turkish Seismic Code is to add a plaster layer with mesh reinforcement to one face of the wall. The study described in this paper was performed to test and analyse the effectiveness of this technique for lateral loads.
Altin, SİNAN +3 more
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Seismic Vulnerability of Masonry Infilled Reinforced Concrete Frames
2012This study assesses the seismic vulnerability of ductile reinforced concrete frames with masonry infill walls, utilizing nonlinear dynamic analysis of building models. The evaluation is based on structures designed and detailed according to Eurocodes.
Grubišić, Marin, Sigmund, Vladimir
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Experimental Evaluation of Masonry-Infilled RC Frames
Journal of Structural Engineering, 1996The influence of masonry infill panels on the seismic performance of reinforced concrete (RC) frames that were designed in accordance with current code provisions are investigated. Two types of frames are considered. One was designed for wind loads and the other for strong eqrthquake forces.
Armin B. Mehrabi +3 more
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DAMAGE ASSESSMENT OF MASONRY INFILLED FRAMES
2014There are many different parameters that affect the behavior of masonry-infilled reinforced concrete frames under earthquake loadings and it is difficult to predict. Selection of the parameters, that have the greatest impact on the response system, was carried out on the EDIF database of 113 one- storey one- bay infilled frame tests processed by ...
Sigmund, Vladimir, Kalman Šipoš, Tanja
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Analytical modeling of masonry infills with openings
Structural Engineering and Mechanics, 2009In order to perform a step-by-step force-displacement response analysis or dynamic timehistory analysis of large buildings with masonry infilled R/C frames, a continuous force-deformation model based on an equivalent strut approach is proposed for masonry infill panels containing openings.
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