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The lower flammability limit (LFL) was calculated using a limiting flame temperature concept (White's role) and the temperature dependence of geometric mean G was also defined to predict the upper flammability limit (UFL).
The weekend was to be from sunset on Saturday to sunrise on Monday; field work was also defined to be from 6 am to 6 pm, with a mandatory two-hour break.
Likewise, based on economic theory, for the analysis of costs total WTE squared was also defined to help identify possible economies of scale across the teams.
If the mean trait value of a plant was zero, the CV of the corresponding trait was also defined to be zero for that plant.
In addition to its expression at the UI and close to the periphery of the SG, Plet1/MTS24 was also defined to the periphery and ducts of branching de novo SGs.
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Shearing rate is also defined to lie within 25 50 rpm.
An effective torsional stiffness element is also defined to incorporate the center of contact force concept.
A transformer overload penalty function is also defined to consider the effect of possible transformers' overloads during their life time.
A parameter ξ is also defined to evaluate the performance of the columns according to the geometrical configuration and mechanical properties of the FRP reinforcement.
Safety factor of elastic stage and ultimate stage are also defined to evaluate safety reservation of the structure under unexpected circumstance.
Two additional M χ points, namely, concrete decompression and steel decompression, are also defined to assess the initial effects of the prestress force applied by the FRP reinforcement.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com