The phrase "acceleration of the response" is correct and usable in written English.
It can be used in contexts where you are discussing the speed or rate at which a response occurs, such as in scientific, technical, or analytical discussions.
Example: "The acceleration of the response to the stimulus was measured to determine the efficiency of the system."
Alternatives: "speeding up the response" or "quickening the response".
Acceleration of the response, when comparing timing of response yielded by AVEC versus developing immunity after eruption of cancer is significantly faster with AVEC.
In the context of regulatory feed-back motifs such an interaction has been reported to result in an acceleration of the response and the maximal response level is reached early [29].
In Figure 2C an example of the dynamics is reported, showing an acceleration of the response for both self-regulation strategies at an intermediate level of repression.
However, the speed of these changes could be explained by an acceleration of the response to selection due to genetic correlations.
In these neurons, increase in the concentration of RGS protein (RGS9) resulted in acceleration of the response termination kinetics (Krispel et al., 2006; Burns and Pugh, 2009).
It has been shown that the effect of horizontal seismic acceleration on the response of reinforced slopes and walls depends mainly on the geotechnical strength parameters.
Design ground acceleration for the significant damage requirement (SLV): ag = 0.05 g; Maximum amplification factor of the acceleration response spectrum: F0 = 2.6; Upper period of the constant acceleration branch of the response spectrum: T C * = 0.5 s.
design ground acceleration for the no-collapse requirement (ultimate limit state): ag = 0.053 g; maximum amplification factor of the acceleration response spectrum: F0 = 2.571; upper period of the constant acceleration branch of the response spectrum: T C * = 0.512 s.
Seismic hazard parameters of the site are given by: design ground acceleration for the no-collapse requirement (ultimate limit state): ag = 0.053 g; maximum amplification factor of the acceleration response spectrum: F0 = 2.571; upper period of the constant acceleration branch of the response spectrum: T C * = 0.512 s.
Seismic hazard parameters of the site are given by: Design ground acceleration for the significant damage requirement (SLV): ag = 0.05 g; Maximum amplification factor of the acceleration response spectrum: F0 = 2.6; Upper period of the constant acceleration branch of the response spectrum: T C * = 0.5 s.
Because the applied voltage is limited to avoid the side reaction in the coloration of the ECD, the acceleration of the electrochemical response by the downsizing of ZnHCF-NPs leads the drastic change in the coloration speed.
