A comprehensive parametric analysis is carried out by varying the main parameters governing the dynamic response of piles like the soil properties, the bedrock location, the diameter and embedment in the bedrock of piles.
We have performed the suggested analysis by varying three main parameters used for rhythmicity detection: False Discovery Rate (FDR, default 5%%, now decreased to 1 % for higher threshold), amplitude cut-off (default 1.5 x, now altered to 2 x for higher threshold) and the methods used (default: rhythm detection by "JTK_cycle OR harmonic fit"; now used as "JTK_cycle AND harmonic fit").
The design space is explored by varying the main microarchitectural parameters, including the memory size, the number of parallel state machines, and the parameters of the instruction processor.
A first conventional power-law based kinetic study was carried out by varying the main operating parameters (temperature, steam/ethanol molar ratio and partial pressure of products).
The cluster size can be adjusted by varying three main source parameters: the length over which the clusters aggregate (variable using a linear drive), the power to the magnetron, and the flow of the aggregation gases.
By varying these parameters, we obtain STDP curves that are long-term potentiation only, bidirectional, or long-term depression only.
Noise strength can be changed by varying both parameters and, even more pronouncedly, by varying the probability of premature termination.
By varying different parameters of the nonlinear absorber, a set of optimized parameters is obtained.
