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Rental can be calculated as below: text{Rental}=frac{sum_{i=1}^{n}[text{rental}(T_{i})]}{n} (23).
For cement-slag-limestone ternary blends, CH content can be calculated as below: Open image in new window Fig. 3 CH content of cement-limestone blends (water to binder ratio 0.5, 5% limestone).
Rental can be calculated as below: text{Rental}=frac{sum_{i=1}^{n}[text{rental}(T_{i})]}{n} (23) Total profit (profit): Total profit gained by CSP after completes T i.
According to Powers' strength theory, concrete compressive strength can be calculated as below: f_{c} (t) = Ax_{c}^{n} (11 where ( f_{c} (t) ) is concrete compressive strength, ( A ) is the intrinsic strength of concrete, ( x_{c} ) is gel-space ratio of concrete, and n is the strength exponent.
For the second link of the path, say link l, with previous link m, its equivalent bandwidth can be calculated as below: B l = B Inter, l CH ( l ) ≠ CH ( m ) B Inter, m × B Inter, l B Inter, m + B Inter, l CH ( l ) = CH ( m ) (17).
Based on monocarboaluminate contents, we suggested that the degree of reaction of limestone powder can be calculated as below: alpha_{LS1} = 0.0087ln (t) - 0.0265begin{array}{*{20}c} & {(t > 21)} end{array} (6 where ( alpha_{LS1} ) is the reaction degree of limestone powder, and t is age(hours).
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Specifically, a 12-dimensional chroma feature of one frame is calculated as below: X PCP K ', n = ∑ K : P K = K X STFT K K, n (1).
The maximum transmit rate of user n is calculated as below: R max n = f s ∑ k = 1 K b k, max n. (2).
The mean of the slides was calculated as below; PA: (Number of phagocytic cells with engulfed bacteria/number of phagocytes) × 100.
Ultimately, the steady state probabilities for various hop lengths for channel type i are calculated as below: π P T i = ∑ l = 1 L Pr R l - 1 < d < R l π P D l T i (27).
They are calculated as below: ρ a i n v = det Z ω μ. φ = 1 2 tan − 1 det Z. Figure 2 Apparent resistivity and phases from determinant of impedance tensors for four representative periods.
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