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The methodology is checked by a parametric study that associates the 4p-variant of Jonscher's model with the physical and hydric characteristics of the six concrete mix designs representing high performance and ordinary concretes at various hydric states.
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This methodology was checked by simulations with chlorine, mercury and cadmium determination and by experiments with chlorine determination in aqueous samples.
The accuracy and reliability of the proposed experimental methodology was checked by using a large amount of experimental results taken from the literature.
The accuracy and reliability of the proposed design methodology was checked against a number of experimental data taken from the literature and generated by testing four different metallic materials.
The accuracy and reliability of the proposed design methodology was checked against experimental data: the cylindrical un-notched specimens and samples with stress concentrators of titanium alloy Grade2 were tested under tensile loading with different strain rate.
The methodology was checked by a simulation beforehand.
Validation of the desired methodologies was checked by the standard addition method to the real coal samples.
The predictability is checked for six and twelve months ahead forecasts across both the methodologies.
Based on the Iranian seismic codes, the models were designed according to the strength design methodology and were checked for inter-story drift limitation.
This proposed methodology is initially validated by using the data collected at plant A. The said methodology can also be checked whether it can be applied for other plants.
The current paper provides a sufficient proof of concept of the suggested methodologies, nevertheless results need to be checked against a bigger sample size in further research.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com