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Cooperative beamforming vectors are determined by utilizing the two extreme solutions as the basis, i.e., egoistic beamforming and altruistic beamforming.
The observer gains are determined by utilizing the backstepping technique, which enables to stabilize the distributed parameter observer error dynamics.
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This failure is determined by utilizing a uniaxial tensile test.
The statistical significance of differences was determined by utilizing one-way-analysis of variance (ANOVA) test.
Thermal conductivity and thermal wall resistance were determined by utilizing analytical and numerical data analysis methods.
Dosing order was determined by utilizing a within-subjects Latin square design.
The density of fresh concrete (Kg m3) was determined by utilizing factor apparatus as mentioned by Memon et al. (2012) and described by Neville (2000).
The corresponding water injection rate for each CO2-WAG ratio was determined by utilizing Eq. (11) as the CO2-injection rate remained constant as shown in Table 6.
Also, the investigated drug was determined by utilizing an SIA control program in standard form, its pharmaceutical dosage forms and in biological fluids.
The optimal plane ball-burnishing parameters were determined by utilizing the Taguchi's orthogonal array method for plastic injection molding steel PDS5 on a machining center.
Structural properties such as load carrying capacities, total energy dissipation and stiffness degradation of the masonry walls were determined by utilizing the results of cyclic loading tests.
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