Sentence examples for individuals ground from inspiring English sources

Exact(2)

He chopped off the heads of 100 aggressive individuals, ground them up and ran a test to measure changes in the activity of their brain genes.

Individuals ground online group membership in offline relations and shared characteristics, aiming to maximize game-play gains and support sociability.

Similar(58)

But though Mr. Tsai's characters are to some extent representative figures drifting in the existential void, they are also odd, lonely individuals grounded in the noise and clutter of their particular place and time, facing predicaments more often comical than terrifying -- or in the manner of silent films, comical to us and terrifying to them.

Besides this restriction, both displaced and controls are subject to the same labour market risks, such as dismissals on individuals grounds, mass layoffs and future firm closures, voluntary quits or job mobility.

The data points are individual ground observations of GPS satellites.

These average ratios typically vary between 1.1 and 1.6; however, ratios for individual ground motions can be as high as 5 for the EDPs examined.

In a seismological context, this curve clarifies simultaneously both the (1) POE of an individual ground shaking of interest and (2) the ground shaking level in any POE of interest.

Traditionally, the lateral strength of the SDOF systems in these studies has been determined from individual ground motion acceleration response spectra, requiring that the structure strength is recalculated for each ground motion used in an ensemble.

This paper investigates the effect of the differences between "smooth" (e.g., design) earthquake ground motion acceleration response spectra and individual ground motion linear-elastic acceleration response spectra on nonlinear single-degree-of-freedom (SDOF) lateral displacement ductility demands.

While the relationships developed using this approach are important, in practical seismic design applications, the lateral strength of a structure does not vary with the individual ground motions considered in an ensemble.

It is shown that peak SDOF displacement ductility demand relationships developed based on individual ground motion spectra can lead to unconservative designs, particularly for survival-level, soft soil, and near-fault conditions.

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