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Elastic elements were used to model the frame joints.
Spring elements were used to model the soil.
Furthermore two node beam elements were used to model beams.
Interface elements were used to model soil structure interaction.
Various techniques were used to model the spectrum sharing problems for CR networks.
Similar methods were used to model the temporal relevance of forecast errors [18, 19, 20, 21].
GMM-based systems were used to model distributions without taking into account temporal contours.
Fiber elements were used to model RC shear walls and columns.
Solid and beam elements were used to model the concrete material and reinforcing steel bars, respectively.
Stochastic fractional differential equations were used to model dynamical systems affected by random noises [15 23].
Therefore, classification and regression trees (CART) were used to model grapheme-to-phoneme mappings of Turkish.
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