Sentence examples for In numerical procedures from inspiring English sources

Conventional wisdom is that there is usually a trade-off between speed and accuracy in numerical procedures, i.e., higher accuracy can be achieved only at the expense of greater computing time.

However, we demonstrate that these strategies cannot guarantee the numerical stability of the path tracking process and are also quite complicated to understand and implement in numerical procedures.

Two important improvements in numerical procedures have been implemented; the first is the elimination of unphysical short wavelength disturbances by a smoothing technique; the second is the implementation of the Richardson extrapolation (extrapolation to Δt = 0) technique in the velocity difference equations.

Results from the method developed were included in two numerical procedures, ray-tracing and the sum-of-squares.

Then, the method is applied to a non-circular tunnel to demonstrate the feasibility and validity of the method for practical problems, in which numerical procedures are commonly employed to solve the implicit limit state functions.

One critical point in using numerical procedures such as the FEM is providing a mesh where the size of the elements is small enough to resolve the pressure field as accurate as necessary and, concurrently, minimise the calculation time.

In-house LabVIEW numerical procedures were applied for the retrieving of the optical data.

In more complex numerical procedures, input motion is required in the complete form of an accelerogram, whereas in simplified prediction methods it is generally expressed by means of synthetic parameters such as peak ground acceleration, peak ground velocity, Arias intensity, etc.

In this study, numerical procedures were performed for a library of 240 TPMS-based unit cells (comprised of 10 volume fractions of 24 selected architectures) to explore the role of pore characteristics in determining normalized values stiffness, strength, and permeability.

In this paper, numerical procedures for an iterative buckling analysis using a modified geometric stiffness matrix, are described to obtain the effective length factors of the columns in multi-story frames.

Because an exact result can be obtained when each loading can be represented by a piecewise polynomial, the proposed method not only can considerably reduce computational effort compared to the traditional step-by-step integration solution technique, but also can thoroughly avoid the problems of accuracy, convergence and stability encountered in many other numerical procedures.