Sentence examples for non-linear connection from inspiring English sources
The term "non-linear connection" is correct and can be used in written English
This term is typically used to describe a relationship between two things that does not follow a linear, or straight, path. For example, you could say, "The non-linear connection between the two variables was clear when plotted on a graph."
This non-linear connection has the effect that activity can emerge between two or more like-oriented contour-fragments or line ends at positions where no initial luminance contrast is present which is indicative for the presence of an illusory contour.
However, both method is unable to excerpt non-linear connections within the signal or time sequence and will lose phase information between frequency components.
In general, studies have agreed that AD causes a decrease in EEG pattern complexity [20 26], a factor likely caused by the reduction in non-linear connections between cortical regions, neuronal death, or even deficiency of neurotransmitters [27].
Three comprehensive examples are presented in detail that demonstrate the effectiveness of the proposed method and show the combined effects of initial imperfections and non-linear connections on the stability and second-order response of 2D multi-column systems.
The combined effects of initial imperfections and non-linear connections in the plane of bending are condensed into the proposed governing equations which also can be used to evaluate the induced moments and second-order deflections along each column as the lateral and axial loads are applied to each column at the top level.
The network has both linear and non-linear connections with the graph structure specified in Figure 1.
If we account for both linear and non-linear connections individually, a further two connections are not discovered (linear to and non-linear to ).
The effects of initial imperfections and non-linear semirigid connections are condensed into the proposed equations.
The non-linear end connections are modeled using the three-parameter model suggested by Richard and Abbott.
The proposed method can be used by researchers and structural engineers to investigate the effects of initial imperfections and non-linear semirigid connections on the inelastic stability and non-linear behavior of columns under heavy eccentric axial loads, including cases with relatively large lateral deflections.
An analytical method that evaluates the stability and induced bending moments and second-order deflections in slender prismatic columns with initial geometric imperfections (i.e., initial curvature, out-of-plumb, and axial load eccentricities) and non-linear semirigid connections subjected to axial load at both ends and lateral load at the top end is presented.
