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New augmented state-space model is employed to derive a procedure for computation of the filter parameters.
Assuming that grouted rockbolts increase internal pressure within a broken rock mass, a new procedure for computation of ground response curves for a tunnel reinforced with active grouted rockbolts is presented, while the effect of distance of bolted section to tunnel face has been also considered.
This paper presents a revised procedure for computation of double-K fracture parameters of concrete split-tension cube specimen using weight function of the centrally cracked plate of finite strip with a finite width.
Using a dedicated mathematical model of gene expression and a procedure for computation of the parameters of the model from experimental data, a complete numerical model of the dynamics of the cyclins genetic network was attained.
This requires a body size as well, and this was computed directly from specimens which had been weighed prior to death by allometry comparisons (see Procedure for computation of Bite Force Quotients (BFQ) S3).
Using a mathematical description of regulation of gene expression (Equation 1) and a procedure for computation of its parameters from experimental data, it was possible to construct a complete numerical model of the genetic network of yeast cyclins active during cell cycle.
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A procedure is given for computation of the value set of FOIP.
Using classical feedback control principle the LMI-based procedure is provided for computation of the gain matrix of state control laws, and influence of equality constraints is explained.
In this study a computational procedure for the computation of Joule Thomson coefficient of natural gas has been developed using fundamental thermodynamic equations and AGA-8 equation of state, and then the minimum possible temperature of the natural gas entering to the pressure regulator of city gate stations (CGS) is calculated.
A modal procedure for the computation of the unbalance response of rotors modelled as systems with many degrees of freedom (possibly by using the finite element method) is suggested.
We present a procedure for numerical computation of elastic plastic bending and springback of beams with asymmetric cross-sections.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com