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In this study, a hybrid finite-discrete element method is implemented to model the shear failure process of rough rock joints in direct shear tests under the constant displacement loading conditions.
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In such cases, more sophisticated phylogenetic methods can be implemented to model diversification rates through time using Bayesian inference12,13.
Several methods are implemented to generate such tests.
Specially, a template-based method is implemented for leaf modeling.
The method is implemented by using the OpenMP model.
This method is implemented in Factored Spectrally Transformed Linear Mixed Models (FastLMM v.2.06.20130802) [ 30].
The proposed method is implemented in a digital control system and verified on a laboratory model.
Our method is implemented and available; we illustrate it on some signal transduction models from the BioModels database.
Availability: The method is implemented in MATLAB.
This method is implemented in §J.8.
Our method is implemented by C++ language.
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