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(A ) An example of the main response function and temporal derivative for three sequence repetitions (one mini-block).
DOI: http://dx.doi.org/10.7554/eLife.03043.009 10.7554/eLiFigure4 figureigure 4—figure supplement 3. Classification accuracy of the main response function and temporal derivative.
In contrast, the temporal derivative of the main response function included in our first level general linear model (GLM), captured variations of the temporal profile within each trial.
Second, each sequence trial was produced three times in a row (mini-block), so that the main response function was elevated across the execution of three sequences and did not return to baseline before the end of the last trial.
Note that in contrast to the temporal derivative that captures the temporal evolution of each sequence by returning to baseline between each sequence, the main response function used in the subsequent classification analysis remains elevated across the three sequence repetitions.
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Thus, the above-mentioned wavelength intervals correspond, respectively, to frequency ranges of 1.5 4 Hz and of 8 15 Hz, in correspondence of which the main peaks on truck response function are found.
It includes the following main steps: (a) macro strain frequency response function (FRF) estimation from macro strain measurements and its feature characterization; (b) general strain modal parameter identification; (c) scaling factor calculation, and (d) strain flexibility identification.
A weak oscillatory response at just after the main impulse is due to the peculiarities of the frequency response function.
The response function of the ultrasound transducer is one of the main factors that affects both the experiments and simulations.
All resulting vectors were convolved with the canonical haemodynamic response function (HRF) and its temporal derivative to form the main regressors in the design matrix (the regression model).
In order to evaluate the main statistics as well the upper and lower bounds of the response, the Frequency Response Function of damaged beams with uncertain depth of the crack is derived in explicit approximate form.
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