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The method is built on a classical theory.
Based on Theil index, the displacement balanced degree evaluation method is built.
We begin by defining the single-frame NLM (SNLM) [3], upon which our method is built.
The repetitive process of the MCs method is built on the random sampling and statistical analysis.
Our method is built upon a quadtree-like adaptive mesh refinement infrastructure.
The method is built upon Active Appearance Model (AAM) face tracking and feature extraction of global and local AAMs.
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The method is build upon the MassARRAY methodology using the Quantitative Gene Expression (QGE) iPLEX system (Sequenom, CA, USA).
The bearing capacity calculation method considering pile setup (i.e., setup calculation method) was built up according to the cylindrical cavity contraction and horizontal consolidation theories.
In order to solve this problem, a multi-objective optimal method was built to search the optimal positions of top diffusors.
A three-dimensional numerical model, based on a level set method, was built to investigate the water transport characteristics through the perforations with different diameters and spacing.
Our ecosystem impact assessment method was built with a set of established [22], [23] and commonly used impact assessment tools: checklists, classifications, matrices, representative taxa, and performance relations.
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