Original scientific paper

https://doi.org/10.14256/JCE.1614.2016

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 infills; experimental research; behaviour of samples

Hrčak ID:

166243

URI

https://hrcak.srce.hr/166243

Publication date:

20.9.2016.

Article data in other languages: croatian

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