The concentration of a candidate ligand in its mixture sample, and parameters of linear response of ligands of interest can be approximated as described just above.
Experimental conditions can be easily optimized to validate Eq. (6) for just one pair of a quantifiable candidate ligand from a mixture sample and its reference ligand.
By employing an exogenous reference ligand to each mixture sample, this new method utilizes the basic steps shown in Figure 1, and is distinctively characterized by the preparation of a processed-mixture-for-screening (PMFS) with the mixture sample and the reference ligand.
An optimized PMFS composition ratio for a candidate ligand may not necessarily apply to another candidate ligand in the same mixture sample, and thus it is hard to establish an optimized PMFS composition ratio that can be applied to different mixture samples.
The sequential optimizations of experimental conditions till Eq. (6) is validated for each pair of a quantifiable candidate ligand from a mixture sample and a suitable reference ligand will ultimately give the relative affinity of every quantifiable candidate ligand in the mixture sample.
It is laborious to optimize experimental conditions till Eq. (6) is validated for each pair of a quantifiable candidate ligand from a mixture sample and a suitable reference ligand, when candidate ligands in such a mixture sample have a large number or large differences in their quantities.
In order to determine which threshold to use for each of the filters applied, we used the 1 1 RNA mixture sample and we divided the fusion transcript candidates into two groups, one formed by inter-species chimeras (true false positives) and another formed by intra-species chimeras.
To this end, two promising micromechanical tests, atomic force microscopy (AFM) and nanoindentation, were used in this paper to capture the micromechanical properties of asphalt binder and mixture samples before and after moisture damage.
Digital imaging is used to quantify the coating of CMA mixture samples before and after the boiling test instead of subjective visual assessment.
The resulting mixture samples were tested and evaluated for their high-temperature performance and fatigue resistance and their performance was compared with that of conventional Stone Matrix Asphalt mixtures (SMA).
