Sentence examples for interaction subjects from inspiring English sources

Changes in physical activity during the camping trip and the social interaction subjects had also likely influenced the retiming of their internal clocks, she says.

Despite the fact that the interaction subjects, stimulus type and evaluation periods was not significant (F(24; 38) = 0.1014; p = 0.497), it is interesting to describe individual behavior.

For the Trails A interaction, subjects who were depleted on their second visit completed the test significantly faster following ATD (t = -3.728, df = 5, P = 0.014), however there was no difference in performance between drinks in subjects depleted on their first visit (t = -0.344, df = 8, P = 0.740) (see figure 3).

In this paper, the analysis of a numerical study of pile soil interaction subjected to axial and lateral loads is presented.

An efficient methodology is proposed to find the optimal shape of arch dams including fluid structure interaction subject to earthquake ground motion.

An efficient optimization procedure is introduced to find the optimal shapes of arch dams considering fluid structure interaction subject to earthquake loading.

The Relative Gain Array (RGA) and the Niederlinski Index (NI) represent powerful tools for variable pairings selection to achieve minimum interaction subject to stability and integrity in decentralized control systems.

This paper presents a sensitivity analysis of free vibration behaviors of an in situ railway concrete sleeper (standard gauge sleeper), incorporating sleeper/ballast interaction, subjected to the variations of rail pad properties.

For this numerical study, we employ a stabilized finite element formulation with an explicit dynamic subgrid-scale model to simulate the fluid-structure interaction subjected to a turbulent wake flow.

The present study focuses on investigating the effect of skew angle on seismic response of a bridge-foundation system including nonlinear soil pile interaction subjected to bi-directional ground motions.

This paper deals with the ultimate strength, post-buckling behaviour and design of cold-formed steel lipped channel beams affected by local-distortional buckling mode interaction, subjected to uniform bending of the major axis.