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Two beam assemblies were tested inside a furnace by simulating typical building fire conditions.
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For this purpose, four full-scale beam column slab transverse beam sub-assemblies were tested under constant column axial load and reversed static cyclic lateral loads.
All beams were tested monotonically.
Eight beams were tested.
The beams were tested in positive bending.
All beams were tested under monotonic loads.
Sixteen hollow beams were tested.
The beams were tested in a four-point bending test.
The beams were tested to failure under four point test.
For characterization, the electro-thermo-mechanical responses of our actuators were tested on beam-shaped structures.
A group of specimens of nearly full-sized beam column assemblies made of sinusoidal corrugated web I-sections were tested under cyclic loading in the Structural and Earthquake Engineering Laboratory of Istanbul Technical University (ITU).
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