Exact(21)
The response can be expressed in general form as follows.
The characteristics of soil moisture response can be expressed in terms of model structure.
It is shown that, by using the coupled non-linear modes, the free response can be expressed as a linear combination of frequency and amplitude modulated components.
By this, the response can be expressed as a Markov diffusion process, which makes available the powerful toolbox of stochastic analysis, in particular the path integration method.
The response can be expressed in terms of various response functions, e.g. two scattering functions (S11 and S21) or the minimum irradiated power (Pmin).
It is based on the idea that when a structure is subjected to dynamic loading, its strain response can be expressed by the superposition of contributions from the "natural strain modes ".
Similar(38)
In the case of constant gas reactant in the gas phase, the critical condition which distinguishes two responses can be expressed explicitly, and is independent of liquid solid mass transfer coefficient and intraparticle diffusion coefficient.
As well known, dynamic responses can be expressed in the time or frequency domain.
Similarly, the complex amplitudes of the fading channel responses can be expressed in three domains: space, time, and path.
All the input process parameters are assumed to be measurable quantity during modeling and the corresponding responses can be expressed as follows: y= fleft({x}_1,{x}_2,......,{x}_pright) (1).
As in IT2014, slip responses can be expressed as {V}_i={V}_i^0 exp left varDelta {mathrm{CFS}}_i/left[{A}_i-{B}_iright]right) (1 where i = 1 3 denotes the index of the three regions, and V and V 0 denote the slip rate and the average slip rate of each region when external stresses are zero, respectively.
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