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Published: Građevinar 68 (2016) 8
Paper type: Original scientific paper
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Cyclic testing of single-span weak frames with masonry infill

Goran Gazić, Vladimir Sigmund

Abstract

Experimental test results for fourteen samples of single-span, single-storey, non-seismically designed reinforced-concrete (weak) masonry infill frames are presented in the paper. The samples, scaled 1 to 2, were subjected to the approximately constant vertical and in-plane horizontal cyclic load. Various geometrical and mechanical properties of reinforced-concrete frames and masonry infill were considered. Equations for estimating the interstorey drift ratio at the limit states under study are proposed based on testing conducted in the paper.

Keywords
weak reinforced-concrete frames, masonry infill, experimental research, behaviour of samples

HOW TO CITE THIS ARTICLE:

Gazić, G., Sigmund, V.: Cyclic testing of single-span weak frames with masonry infill, GRAĐEVINAR, 68 (2016) 8, pp. 617-633, doi: https://doi.org/10.14256/JCE.1614.2016

OR:

Gazić, G., Sigmund, V. (2016). Cyclic testing of single-span weak frames with masonry infill, GRAĐEVINAR, 68 (8), 617-633, doi: https://doi.org/10.14256/JCE.1614.2016

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
gazic goran WEB
Goran Gazić
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