combination of commands
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combination of commands
using the dollar sign ($) to end each command except the last one.
eigenvalues(E)float(%),numerrectform(%);
Typically, we use the semi-colon (;) to end a Maxima command. If you use the dollar sign ($), instead of the semi-colon (;), the command is executed, but no output is shown. In the previous line, thus, the 'eigenvalues’ and the 'float' commands are executed, but no output is shown until the last command 'rectform' is executed. This way, we skip all the detailed outputs of the first two commands.
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시멘트 콘크리트 설계기준 배합비
Temperature effects_maturity
In the CEB-FIP Model Code 90 , maturity is a concept used to predict the rate at which concrete gains strength based on temperature and time. Eq. (2.1-87) is used to calculate the maturity-adjusted time t_T$ $ , which accounts for the effects of temperature on concrete's strength development. \( S=\int d^{4} x\left(\frac{R}{2 \kappa}\right) \) begin{eqation} S=\int d^{4} x\left(\frac{R}{2 \kappa}\right) end{equation} Definition of Equation (2.1-87): The maturity-adjusted time tTt_T tT is calculated as: tT=∫t0texp[QR(1T0−1T(τ))]dτt_T = \int_{t_0}^{t} \exp \left[ \frac{Q}{R} \left( \frac{1}{T_0} - \frac{1}{T(\tau)} \right) \right] d\tau tT=∫t0texp[RQ(T01−T(τ)1)]dτ$$ Where: tTt_T tT = maturity-adjusted time (in days) tt t = real elapsed time (in days) t0t_0 t0 = start time for the calculation (usually 0) QQ Q = activation energy for hydration process, typically around 33,500 J/mo...
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