An Experimental Study on the Behavior of Infilled Steel Frames under Reversed-Cycling Loading

Mevlüt Yaşar KALTAKCI, Ali KÖKEN, Hasan Hüsnü KORKMAZ, Mehmet KAMANLI


In this study, experimental results of 9 steel frames infilled with brick masonry which are
tested under reversed cyclic lateral load, are summarized. Test specimens has one bay and one story.
Length to width ratios (L/H) are 1, ½ or 2. Properties of infills are; empty, brick masonry or plastered
brick infill. Lateral load is applied on the top of the specimens and lateral displacement and applied
reversed cyclic loading are measured. Failure modes of walls and frames, envelope curves of lateral load
vs. displacement graphs and loss of rigidity, energy consumption properties are investigated


Infilled steel frames; earthquake behavior of infilled steel frames.

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