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Figure 20a, which is corresponding to Fig. 19a, shows zero developed inner pounding inside the RNC isolator as a result of buffer deactivation.
In particular, we observed a slight increase of the oscillation period over time, which might be a result of buffer evaporation.
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As a result, the influence of buffer activation on structural pounding mitigation becomes obvious through comparing both Fig. 19a and b. Figure 19a shows that structural pounding has developed under six cases of loading with a maximum intensity of 3.70 × 10 5 kN in Y direction under the unidirectional Y component of the Northridge earthquake in the absence of the buffer mechanism.
This is due to the fact that PI is less responsive and this results in periods of buffer emptiness.
The other is, as indicated in Figure 1f,g, the result of a ZnO buffer layer between NRAs and AZO film after NR growth.
Nonetheless, higher amount of total protein may be needed to confirm the MTT result of C. longa buffer extract.
This could be the result of mechanisms that buffer, adapt, or remodel, leading to only a negligible decline of functioning initially (see e.g. Rattan 2006).
The results demonstrated that incorporation of buffer ingredients helped to retain the activity of the cellulases.
The results revealed the capacity of buffer that yields the maximum production line efficiency with various repair rate values.
The results highlight the significance of buffer gas composition on low-temperature combustion chemistry, particularly via H2O2 and HO2 decomposition and recombination reactions.
This resulted in better removal of buffer salts, as demonstrated by the lower scores on comp. 1 for the " plate, buffer, int.
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