Sentence examples for 1 ceb from inspiring English sources

Exact(2)

Features of interest are (1) CEB and MAN curves are identical between 1700 and 1800 LT, indicating solar control through recombination chemistry; (2) h'F(2) became higher over CEB with time than over MAN, as the F layer lifted, and (3) reversal from ascent to descent occurred first over MAN, then over CEB, 75 min later.

The Coefficient of Energy Balance [ 6] is a mathematical expression of the described biochemical processes: (1) CEB = 38 − 18 ∗ ⌊ lactate CSF ⌋ [ glucose CSF ].

Similar(58)

Finally, these proposed models are compared with existing shrinkage models such as: ACI 209, CEB MC 90, and GL 2000.

In our analysis of the 2D CEB array, we shall use the basic CEB model with a strong electrothermal feedback due to electron cooling[9, 12, 13] and the concept of series arrays in a current-biased mode[15, 19].

(Mark 9 24 CEB) You can have faith and still wonder why or when.

"Maybe it was for a moment like this that you came to be part of the royal family" (Esther 4 14 CEB).

The Escola Secundária com Rafael Bordalo Pinheiro Rafael Bordaloo Pinheiro Secondary School with Third Cycle of Basic Education) is in Nossa Senhora do Pópulo, and the Escola Secundária com CEB Raul Proença Raul Proença Secondaryy School with Third Cycle of Basic Education) is in the neighbourhood of Bairro do Arneiros in Santo Onofre.

In route 3 (samples labeled 3), CeB and Co2+ ions were interlinked by means of p-carboxybenzaldehyde oxime (POBC H) to form a single-source precursor, which was then subjected to sol gel processing and solvothermal treatment.

The experimental shrinkage results were compared to values that were obtained by the ACI 209, CEB-FIP90, B3 and GL2000 shrinkage prediction models.

The CEB-FIP Model Code (MC90) (CEB-FIP 1993), which defined τ max as 2.0f c ′0.5, substantially underestimated the bond strength of steel bars in UHPFRC because the parameters were suggested based on test data from previous concretes.

The results of experimental measurements of shrinkage strains in plain concrete are compared to the theoretical shrinkage strains predicted using five available models which are: ACI 209, CEB-FIP, B3, Sakata, and GL2000.

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