Part of the need for continuing to research this history is that the dominant narratives and Pākehā analyses of the controversy (for example, Brookes 2000) have not been based on coherent understandings and explanations for, firstly, why the Māori protest was mounted, and, secondly, why it succeeded (see discussion in Stewart 2017b).
This is illustrated by comparative analyses of examples from the deep-water Cenozoic basins of the NW European Atlantic passive margin, which contain a set of seismic megasequences, bounded by unconformable to conformable surfaces, correlative from shelf to slope to basinal settings.
Several of the candidates were truncated based on the above-mentioned bioinformatic analyses of the sequences, our previous examples of successful T7-based expression (Additional file 1: Table S1 S3), and on the observation that N-terminal and C-terminal truncations can reduce flexibility and increase stability [ 33].
Here we present details of the atBioNet application and provide the analyses of three example disease cases (acute leukemia, systemic lupus erythematosus, and breast cancer) to illustrate its utility in real-world applications.
In the light of the examples analysed in the previous section, we can now present our ideas and beliefs on integrability and its detection.
Through repeated analyses of the transcripts, we could identify examples of students engaging in the design processes indicated in Fig. 1 and how their movement through these processes appeared to facilitate a problem solution.
As examples, analyses of the temperature dependence of Michaelis Menten (K′PYRm) and substrate inhibition (KsiPYR) constants for pyruvate, of the maximal rate of reaction (V′max), of the apparent Arrhenius activation energy (EA), and of the Gibbs free-energy change (ΔG‡) of lactate dehydrogenases from muscle of Atlantic cod Gadus morhua acclimated to 4 °C are described.
Expression analyses of selected examples (Acaa1b and Aard) confirmed their dynamic transcription in vivo.
The analyses of example structures demonstrated that the proposed method can be used for the analysis of a shear wall structure with openings.
