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The model responses with and without the conductors are shown in Additional file 1: Fig. S2c.
Stiffness and damping parameters were obtained by comparing model responses with experimental data obtained previously.
Those with solid lines and broken lines represent model responses with and without the C2 conductor, respectively.
The model responses with and without these resistive features are shown in Additional file 1: Fig. S2a, b along with the observed data.
Comparisons of the model responses with the measured data revealed that the proposed model can yield reasonably good predictions of the ride responses along the translational as well as rotational axes for both the conventional and suspended vehicles.
The SBML encoded version can be found in Additional file 2. In order to combine our mathematical model with time-course RNA-seq measurements, we need to construct a statistical model that is capable of integrating continuous-state model responses with discrete count data.
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The accuracy of the suggested model with the estimated parameters is investigated by comparing the model response with the real data.
In addition, the validation of the identification algorithm is carried out on the CEPRI 36-bus system, which suggests the model response with identified parameters based on WAMS are more accurate and reasonable than with the empirical parameters.
The relationship between the local and non-local parameters is also addressed, helping to obtain model responses consistent with the fracture energy of the material.
The various model responses were compared with the experimental responses.
Note that these model responses correspond well with the actual data shown in Fig. 2. As mentioned in Sect.
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