Results 211 to 220 of about 5,832 (262)

Modeling of Infilled Framed Structures

2013
This chapter presents an assessment of the behavior of infilled framed structures. The feasibility of possible immediate implementation of some recent developments both in analysis and design of infilled frames for practical design is investigated.
Asteris, Panagiotis G., Chrysostomou, Christis Z., Giannopoulos, Ioannis, Ricci, Paolo   +3 more
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An analytical study on the behaviour of infilled RC frame with opening in infill

Materials Today: Proceedings, 2022
Abstract This study focuses on Reinforced Concrete infilled frames that are related with the high-rise buildings for analyzing the seismic effects. The high-rise buildings are focusing more on seismic effect due to the failure in masonry infills. The failures in the masonry infills are studied by many authors and the stiffness are also increased to ...
G. Prem Kumar, V. Thirumurugan, K.S. Satyanarayanan   +2 more
openaire   +1 more source

Inelastic Design of Infilled Frames

Journal of Structural Engineering, 1995
This paper describes a new method of analysis and design for steel frames with concrete or masonry infilling walls subjected to in-plane forces. The method is based on data generated from previous experiments as well as results from a series of nonlinear finite-element (NLFE) analyses.
Abolghasem Saneinejad, Brian Hobbs
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PLASTIC DESIGN OF INFILLED FRAMES.

Proceedings of the Institution of Civil Engineers, 1984
This paper introduces a method of plastic design for both non-integral and integral infilled frames. It begins with a brief summary of the non-linear behavior of infilled frames, on the basis of which a unified plastic theory is proposed for both non-integral and integral infilled frames, taking into account the formation of plastic hinges in the frame,
Liauw, TC, Kwan, KH
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Earthquake Resistance of Infilled Frames

Journal of the Structural Division, 1978
The experimental phase consists of quasistatic cyclic load tests on one-third scale model subassemblages of the lower three stories of an 11-story, three-bay frame with infills in the two outer bays: (1)Frame members (particularly the columns) are designed for high rotational ductility and resistance to degradation under reversed cyclic shear loads; (2)
Richard E. Klingner, Vitelmo V. Bertero
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Lateral Stiffness of Infilled Frames

Journal of the Structural Division, 1962
Methods for predicting approximate lateral stiffness of single and multistory frames; stiffness of frames is considered by assuming equivalent diagonal strut to replace infill; effective width for equivalent strut is derived theoretically and checked by model experiments.
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Seismic performance and frame-infill interaction of masonry-infilled reinforced concrete frames

2015
Reinforced concrete frames infilled with masonry walls are the most popular building in the world. They are often built offices, schools, hospitals, and dwellings, and other kinds of residential and public buildings. However, the excessive damages from past earthquakes have repeatedly proved the instability of this building system and alerted us to ...
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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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