Results 221 to 230 of about 5,832 (262)

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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An engineered infilled frame: Behavior and calibration

Journal of Constructional Steel Research, 2010
Abstract The results of an experimental investigation on some engineered infilled frames with high ductility and adjustable strength are presented in this paper. To achieve an engineered infilled frame, an element is added to the infill, called Frictional Sliding Fuses (FSFs).
M. Mohammadi, V. Akrami
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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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RC-frames infilled with rc infill-walls for seismic retrofitting

2021
The seismic retrofitting of existing multi-storey multi-bay reinforced concrete (RC) frame buildings by the conversion of selected bays into new RC infilled walls is the subject of this research work. The parametric study of the contribution of dowels that connect a new RC infill wall to the surrounding RC frame members was performed through nonlinear ...
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Statical Analysis of Infilled Frames

2017
It is realized that infill dividers extensively change the conduct of casings under flat loads. Be that as it may, about this subject, there were insufficient information and experience aggregations contrasted and some different subjects in basic investigation.
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