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By all measures, the human computer method provided accuracy.
These matching results indicate the validity of our computer method.
For the past 50 years, the dominant computer method for solving these kinds of equations has remained essentially unchanged.
This paper investigates the application of the computer method COMSOAL to this resource allocation problem.
The computer method permits the numerical analyses of turbines with complex geometries.
This paper presents an efficient computer method for nonlinear inelastic analysis of three-dimensional composite steel concrete frameworks.
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