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In the impedance method, the response characteristics of the electrical signal heavily depend upon flow pattern, as well as phasic volume.
In the proposed method, the response of a HUSAS is approximated as a linear function of random variables using the stochastic perturbation analysis.
In structural reliability analysis where the structural response is computed from the finite element method, the response surface method is frequently used.
For the development of the method, the Response Surface Methodology was used, based on a Box Wilson Central Composite experimental design.
An estimation of the model parameters is performed using three methods: the design of experiments (DoE) method, the response surface method (RS M and the multiple linear regression (MLR) method.
In order to explain the procedure of the present method, the response functions for the nodal displacements of a truss subjected to the action of a suddenly applied load at a node are derived.
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Therefore, in order to reduce the level of conservatism as well as uncertainties involved in the traditional method the response-based method can be used as a reliable alternative approach.
One method, the response-based damage index, has been critically evaluated for its applicability to seismic damage evaluation.
Despite the existence of different screening methods, the response to cancer screening is poor among Malaysians.
And then a multi-objective numerical optimization method coupled the response surface method (RS M with the genetic algorithm (GA) was employed to obtain desirable blade profiles.
It is also proposed to use the ET method as the response assessment tool in this framework.
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