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Published: Građevinar 68 (2016) 11
Paper type: Original scientific paper
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Controlled seismic behaviour of masonry-infilled steel frames

Ivan Radić, Damir Markulak, Vladimir Sigmund

Abstract

Whether used as a curtain/partition wall or a bearing part of the structure, masonry infill significantly affects structural behaviour of the primary structure. Two different types of masonry units (‘strong’ and ‘weak’), often used in Croatia as infill of steel frames, are initially considered in the paper. Based on experimental results obtained by testing behaviour of these two types of masonry units, a third type of infill is proposed, which is a specific combination of the initial two types, and enables realisation of controlled behaviour of masonry-infilled steel frames.

Keywords
masonry infill, steel frames, frame to infill interaction, controlled seismic behaviour

HOW TO CITE THIS ARTICLE:

Radić, I., Markulak, D., Sigmund, V.: Controlled seismic behaviour of masonry-infilled steel frames, GRAĐEVINAR, 68 (2016) 11, pp. 883-893, doi: https://doi.org/10.14256/JCE.1673.2016

OR:

Radić, I., Markulak, D., Sigmund, V. (2016). Controlled seismic behaviour of masonry-infilled steel frames, GRAĐEVINAR, 68 (11), 883-893, doi: https://doi.org/10.14256/JCE.1673.2016

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This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
ivan radic
Ivan Radić
University of J. J. Strossmayera in Osijek
Faculty of Civil Engineering
Markulak Damir WEB
Damir Markulak
University of J. J. Strossmayera in Osijek
Faculty of Civil Engineering
Vladimir Sigmund WEB
Vladimir Sigmund
University of J. J. Strossmayera in Osijek
Faculty of Civil Engineering