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At the DC side of the Power Subsystem, the Photovoltaic Generator modeling is revised and a simple model is proposed, whereas at the AC side, a vector analysis is done to deal with the instantaneous 3-phase variables of the grid-connected Voltage Source Inverter.
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For this purpose, the algebraic morphology detection mechanism of the AIAD model is revised.
An existing viscosity prediction model is revised and formulated as a group contribution method based also on UNIFAC functional groups.
Based on experimental results and fitting formulas, the traditional model is revised by changing the way to calculate curvature.
In this study, the softened truss model is revised so that the model gives more accurate predictions of the shear strength of short beams.
Based on the statistical regression analysis of the shrinkage and creep test data, the CEB-FIP 90 model is revised by modifying the influencing coefficients of the compressive strength of concrete and the time development functions of creep and shrinkage.
To resolve this, the forecast model is revised using a recursive structure, thus allowing the system parameters to be modified in real time.
Hence, we expect to see an alteration in the neural representation of the concept following this update, as the model is revised.
Considering the complex-valued signal system, the signal model is revised as r n = Gs n + I + w n = ( A + jB ) a n + jb n + ( C + jD ) + u n + jv n = Aa n − Bb n + C + u n + j Ba n + Ab n + D + v n ≜ x n + jy n. (22).
Counter-examples usually serve as good hints when a model is revised.
In addition, the model is revised such that the reactions from Cdc20 and Clb2 make stronger and weaker impacts on Swi5, respectively.
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