Friction materials used to manufacture railway brake shoes are assessed with consideration of a wide variety of their functional, frictional and mechanical properties.
In this paper, the responses of three typical reinforced concrete (RC) structural models to a simulated earthquake event is assessed with consideration given to the statistical variation of the concrete and steel modulus and strength and dimensions of the structural members.
The association of CAD status with the allele frequency was assessed with consideration of confounding effects by known coronary risk factors, such as age, sex, diabetes, hypercholesterolemia, hypertension, and smoking habits.
Only 'direct' exposure of householders to recycled water was assessed, with no consideration given to incidental simultaneous exposure of others.
To account for variations in job satisfaction, four distinct multiple regression models were assessed, with specific consideration of AWC and GWC.
Then, the behavior of the structures is assessed with estimator functioning and dimension considerations, yielding conclusive structural results.
The trade-off between H2 and electricity co-production and H2 or electricity only generation is assessed with regard to energy, economic and environmental considerations.
Heterogeneity was assessed with I2 statistics [12].
Bootstrap values were assessed with 1000 replicates.
