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Tests of the column, using the 135 nm probe of a SEM as the source, resulted in a beam size of ∼720 nm on axis and up to 1.1 μm for a beam deflected 5 mm off axis, consistent with simulations.
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Test results of the column were used to validate the proposed method in terms of overall column behavior and local behavior of each component (concrete, both longitudinal and transverse reinforcement).
Therefore, eight sets of tests, simulating the column to concrete foundation joint, were carried out.
Six laboratory tests have been performed in order to study the behaviour and the classification of "simple" beam-to-column joints; some of these tests concern bending of the column about its major axis, the others bending of the column about its minor axis.
In addition to examining results from the full model, tests of each column of the M-matrix compared pre-injection fecundity with fecundity 28, 48, 72 and 96 hours post-injection.
The test was performed at the time of testing of the repaired column.
It is found that the best test time duration of the column heat source model was shorter than the one of the line source model.
"I like it a lot, and when we are writing our column, we test the idea of the column with a tweet".
And in looking at possible causes of all of this testing, the column didn't mention patients' rightful expectations of prompt, correct diagnosis, and doctors' fear of lawsuits.
This paper presents an experimental study, which investigated the compressive behavior of square fiber reinforced polymer (FRP concrete composite columns through the tests of 40 column specimens.
Based on low cyclic loading tests of eight column specimens, the failure patterns, hysteresis loops, load carrying capacity, displacement and ductility factor, skeleton curves, stiffness degradation and energy dissipation capacity of frost-damaged concrete columns were analyzed.
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