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Twelve full size specimens were constructed and tested to failure.
To investigate the structural behaviour of the shearwalls, 15 full size specimens with different configurations were manufactured and tested under cyclic lateral loading.
The full-size specimen designed for this test is almost a hundred times larger than the tensile test specimen, has a completely different geometry and experiences a different loading condition to the standard tensile test specimen.
A full-size specimen structural test was developed to simulate the same failure conditions expected during a normal operation of the reactor in order to validate the failure prediction.
Fire test data is also limited on full-size specimens.
The specimens designed in this study can be classified into full-size specimens.
Two full-size specimens are investigated through the cyclic loading test.
Full-size specimens were laboratory tested and the beam column joint was also simulated.
An average composite efficiency of 83.4% was reached in the full size test specimens when placed in four point bending.
To test the concept full size wall specimens were prepared in the laboratory and tested under monotonic vertical and lateral loads.
An axial tension and bending static test was carried out on a full-size strand specimen that was fully representative from a point of view of used materials, details and anchorages.
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