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This property avoids the problem of choosing a stopping time in numerical experiments and allows us to continue removing impulse noise and mixed Gaussian impulse noise by using the proposed equation.
This was modeled using the proposed equation.
It is demonstrated that the web crippling strength obtained using the proposed equation is safe and reliable using reliability analysis.
Finally, using the proposed equation, obtained values were classified along with the different classifications for rock strength and durability.
Further, using the proposed equation with the help of Poisson's ratio, the S-wave velocity can be easily evaluated.
This study shows that the shear strength of SHCC walls can be predicted using the proposed equation.
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A case study of how to use the proposed equation to performing LCCA is also provided.
Using the proposed numerical techniques, single bubble rise is analyzed.
Validation against detailed 3D finite element (FE) results using actual stress strain data and realistic creep-deformation data shows excellent agreement, which provides confidence in the use of the proposed equation.
Column and wall imperfections are estimated and used as inputs to the proposed equation.
We use the proposed effective bandwidth equation to determine the effective envelope for multifractal traffic flows.
More suggestions(15)
using the proposed equalization
using the Pythagorean equation
using the proposed equations
using the structural equation
using the Sauerbrey equation
using the structured equation
using the integral equation
using the quadratic equation
using the proposed formulae
use the proposed equation
using the Weir equation
using the wrong equation
using the proposed design
using the proposed simulation
using the proposed testing
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