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The master curve approach is used here for evaluation of fracture toughness change by the degradation of grain boundary strength based on the ASTM E1921.
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Concrete compressive strength based on standard cylinder test.
In previous studies, the strength of a plate boundary was estimated based on seismic observations, particularly the spatial mapping of earthquake focal mechanisms and their corresponding temporal changes before and after a large earthquake; e.g., Hasegawa et al.
Support vector machines are used to identify shadow boundaries based on their boundary properties.
The approach involves training Support Vector Machines to identify shadow boundaries based on their boundary properties.
Promoter strength prediction based on occurrence frequencies of consensus patterns.
Both balance and strength are based on functional exercises.
Frequency bandwidth boundaries were based on Buhl et al, 1998 and Uhlhaas and Singer, 2010.
Sometimes boundaries are based on linguistic differences, but this may be coincidental.
The sRNA 3' boundaries are based on rho-independent terminator predictions.
LME boundaries are based on bathymetry, hydrography, productivity regime and trophic relationships [43].
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