Results 141 to 150 of about 498 (185)
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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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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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Transverse Resistance of Masonry Infills
ACI Structural Journal, 2010In this paper, a confined infill panel previously experimented under out-of-plane loading is modeled and analyzed by the dynamic explicit method (DEM). This method is shown to have a good estimation of the experimental results, and is thus adopted to investigate the out-of-plane behavior of an infill model.
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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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EARTHQUAKE RESPONSE OF MASONRY INFILLED PRECAST CONCRETE STRUCTURES
2006In design of precast concrete structures, frames are generally assumed to be two dimensional and analysed accordingly without taking into account participation of infill walls. However, it is well known that, the infill walls increase lateral stiffness and load carrying capacity of the frame structures. The objective of this study is to investigate the
Tekeli, Hamide +3 more
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Behaviour of masonry infilled steel frames
Canadian Journal of Civil Engineering, 1989Masonry shear panels used as infilling in steel frames are investigated experimentally. Twenty-eight large-scale specimens were tested to ultimate panel strength under in-plane, horizontal loading applied at roof level. Of the parameters varied in the test series, interface conditions between panel edges and frame were found to significantly affect ...
J. L. Dawe, C. K. Seah
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Recent Results on Masonry Infill Walls
Advanced Materials Research, 2010The paper summarizes the main research findings on masonry infill walls which were obtained within the framework of a comprehensive NSF-NEESR-SG project directed by Prof. Benson Shing at UC San Diego (Shing et al. 2009). The main focus of this contribution are experimental and computational observations on 2/3 scale unreinforced masonry panels ...
K.J. Willam, C. Citto, P.B. Shing
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Seismic evaluation of reinforced concrete structures infilled with masonry infill walls
Asian Journal of Civil Engineering, 2019The current research work aims to investigate the seismic performance of the reinforced concrete structures fully, as well as, partially infilled with masonry infill (MI) walls. For that, a numerical study of three groups of two-dimensional framed structure has been conducted under dynamic time–history analysis. The three building groups are classified
Mohamed Magdi Abdelaziz +2 more
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RETROFIT OF MASONRY INFILLS: LOCAL INTERACTION WITH RC FRAMES
2020The achievement of code-based performance criteria in existing reinforced concrete buildings is often gained through different retrofit techniques aimed at improving the seismic behavior of both structural members and non-structural elements, such as infill walls. Focusing on masonry infill walls, state-of-art strengthening techniques are often adopted
Gianni Blasi +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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