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The established pavement distress index prediction model provided a rational estimation of weighting coefficients for each distress type.
A rational estimation of the reserve strength of the structures is often desired in the process of retrofitting or strengthening the same.
Of particular interests were the specimens' maximum lateral load capacity and deformation behavior in addition to a rational estimation of the seismic response modification factor.
Of particular interest are the specimens' maximum lateral load capacity and deformation behavior as well as a rational estimation of the seismic response modification factor.
One of the main concerns in the design of this typically tensile brittle material is given by the rational estimation of static fatigue phenomena, under the effects of multiple design loads.
Although anecdotal evidence supporting this assumption has been gathered through observations of satisfactory ground control at mines utilizing FRS for ground support, ad hoc evidence alone cannot be used as a basis for rational estimation of safe re-entry times.
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Magnanimity requires a rational estimate of one's proper worth and an acute estimation of one's rank within the social hierarchy.
This process assumes a rational scientific estimation of risks.
Attempt has also been made for rational and realistic estimation of the degradation parameter required for the model in absence of any case-specific calibrated value.
The prediction agrees well with the experiment results, which implies that this method provides a rational first-order estimation of the compressibility of cemented clay with SAP during planning stage or in engineering practice.
The comparison and validation result shows that the derived formula (i) can be used successfully in estimating the distortional buckling load for both pin-ended and fix-ended columns with practical length and (ii) can general more rational buckling strength estimation due to the consideration of column length and end condition effect.
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CEO of Professional Science Editing for Scientists @ prosciediting.com