Results 221 to 230 of about 8,408 (264)

PLASTIC THEORY OF NON INTEGRAL INFILLED FRAMES.

Proceedings of the Institution of Civil Engineers, 1983
A plastic theory of non-integral infilled frames is proposed. In the theory, the stress redistribution towards collapse is taken into account and friction is neglected for strength reserve. Applications to both single-story and multistory structures are studied.
Liauw, TC, Kwan, KH
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On the natural frequencies of infilled frames

Earthquake Engineering & Structural Dynamics, 1985
AbstractThree approximate models are considered for the evaluation of the first few natural frequencies and associated mode shapes of infilled frames, a commonly occurring composite structural system formed by the combination of plane frames and filler walls.
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DAMAGE ASSESSMENT OF MASONRY INFILLED FRAMES

2014
There 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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The composite characteristics of infilled frames

International Journal of Mechanical Sciences, 1973
Abstract The analysis of the infilled frames, in regard to the stress distribution and stiffness, is complicated by the existence of an interface between the panel and the framework, which might be of different materials and of different dimensional parameters.
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Behaviour and analysis of masonry‐infilled frames

Progress in Structural Engineering and Materials, 2002
AbstractMasonry 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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Behavior of Square Infilled Frames

Journal of the Structural Division, 1966
An investigation of the behavior of diagonally-loaded square infilled frames is described first. Series of experiments on diagonally-loaded models with a range of frame stiffnesses indicated that a small increase in frame stiffness has a magnified effect on the over-all stiffness and strength of the structure. Approximate theoretical analyses, based on
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Damping of Frames with Viscoelastic Infill Panels

Journal of the Structural Division, 1981
The effectiveness of energy absorbing infill panels as a passive means for increasing damping and minimizing vibration is examined. Methods for designing such infills, simplified models for dynamic analysis and analyses for predicting effective damping are considered.
Dario A. Gasparini, Amitabha DebChaudhury, Lawrence W. Curry   +2 more
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DYNAMIC RESPONSE OF INFILLED FRAMES

Several engineers and researchers have highlighted that in many cases, even for moderate seismic events, non-structural elements and, in detail, masonry infills have suffered severe damages. This circumstance required interventions with considerable repair costs and disruption to service use of buildings.
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ON MULTIBAY INFILLED FRAMES.

Proceedings of the Institution of Civil Engineers, 1988
TC LIAUW, CQ LO
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Seismic assessment of infilled RC frame structures: analysis of the internal forces due to frame-infill interaction

2023
This paper explores the complex behavior of infilled frames due to the frame-infill interaction under seismic loads. Through a micro-modeling approach, the STKO software platform was used to generate 2D nonlinear models of selected experimental tests. These models are used to assess shear demand within the RC frame. Furthermore, the study introduces an
Di Benedetto M., Di Trapani F., Petracca M., Carnata G.   +3 more
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