This means acceleration is merely adequate, even with the paltry fuel-economy ratings of 14 miles per gallon in the city and 18 miles per gallon on the highway.
To test whether the different acceleration response observed between the batches of MTI- and CSA instruments in the present study was due to the past use of CSA instruments, the mean acceleration response was compared post hoc in the mechanical setup in 2006 immediately after all CSA units were calibrated according to the spinning procedure recommended by the manufacturer [ 29].
The filtering effects resulting from the average of the response in time and in space when calculating the root mean square acceleration are also explored, and new design parameters are provided.
In 50 years, the estimate of 10% probability of exceedance reveal that the mean ground acceleration is greater than 0.21 g in the Koyna-Warna region and it is shown as the red zone, whereas PGA ranging from 0.18 g to 0.19 g is expected to experience by the towns located within 50Km radius are: Patan, Satara, Karad, and Chiplun shown in orange to yellow shades.
Compared to the CSA instruments, a significantly increased (9.95%) mean acceleration response was observed post hoc in the batch of MTI instruments, in which a significantly reduced inter-instrumental reliability was observed over time.
Furthermore, a significantly reduced inter-instrument reliability was observed over time post hoc in the MTI monitors, and when compared to the CSA instruments a significantly increased (9.95%) mean acceleration response was observed in the batch of MTI instruments.
The RMS mean of each axis acceleration was calculated for a window (with the number of data, N, depending on the window length) sliding with 0.1 second time step throughout the whole data.
It means that the electrothermal acceleration was enhanced distinctly.
That means the acceleration is pointing towards the center of the circle and it has a magnitude a.
The unweighted root-mean-square acceleration is reduced by 0.08 0.79 and 0.06 0.49 m/s2 for the carriage treated by bitumen-based as well as water-based damping materials and water-based damping material, respectively.
