Theoretical/experimental study of reinforced-concrete frame with masonry infill-Reference-Cited by-同舟云学术

Theoretical/experimental study of reinforced-concrete frame with masonry infill

Published:2016-11 Issue:11 Volume:169 Page:825-839
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Bob Corneliu¹,Mărginean Sorin²,Scurt Adriana³

Affiliation:

1. Civil Engineering Department, ‘Politehnica’ University of Timisoara, Timisoara, Romania

2. Civil Engineering Department, University of Oradea, Oradea, Romania (corresponding author: )

3. Civil Engineering Department, University of Oradea, Oradea, Romania

Abstract

This paper presents the results of a set of experiments on reinforced-concrete (RC) frames with and without masonry infill. The experiments were performed on a RC frame with one span and one level. This structure was tested both as a reference frame without masonry infill and as a frame with infill walls made of solid bricks, bricks with vertical hollows and cellular concrete bricks. Each structure was loaded with vertical and alternating horizontal forces applied in the frame plane. The main results of the tests, including shear resistance, structure stiffness and structure ductility, are reported and discussed. The technical literature on the behaviour of a RC frame with and without masonry infill in response to seismic actions is also presented in this paper. Finally, a comparison of the theoretical calculation with the experimental results for the shear resistance and structure stiffness for the reference frame and the masonry panels is summarised.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.15.00051

Reference27 articles.

1. Abrams DP (ed.) (1994) Proceedings from the National Center for Earthquake Engineering Research Workshop on Seismic Response of Masonry Infill, San Francisco, CA, USA, Technical Report NCEER-94-0004.

2. Lateral Stiffness of Brick Masonry Infilled Plane Frames

3. Mathematical Macromodeling of Infilled Frames: State of the Art

4. Modeling of Infilled Frames With Openings

5. Mathematical micromodeling of infilled frames: State of the art

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