Sentence examples for uplifting forces from inspiring English sources

This detrimental effect can be mitigated by distributing the concentrated uplifting forces among the columns using braces in staggered arrangement.

According to the studies, the buoyancy and uplifting forces due to liquefaction have major effects on the behavior of underground structures.

The crucial difference between the Phaedrus' tripartition and that in the Republic lies in in this: instead of a painful liberation through education the Phaedrus envisages a liberation through the uplifting forces of love, a love that is just as it is in the Symposium instigated by physical beauty.

The landform of the catchment reflects its geological history where uplifting force created an initial elevated landmass and the subsequent outpouring of basaltic lava provided a thick protective cap and added on to the elevation (Eleni et al. 2013).

On the horizontal roof, this particular pattern of flow separation is not obviously observed in the time-averaged mean wind pressure pattern but is revealed by the conditional sampling technique which captures the wind pressure distribution during the generation of a peak uplifting force on the roof.

Knowing yourself enables you to be a creative, uplifting force rather than a destructive, Debbie Downer one, and you will find yourself able to revel in other's successes, achievements, and strengths rather than resenting them.

Through-thickness tensile stresses occur due to uplift forces caused by the load-bearing behavior of the bridge deck transverse to the bridge axis.

For practical design, considerations on relating roof pressures to uplift forces, generalization of aerodynamic centers and estimation of failure wind speeds were proposed.

Although it is not dedicated to any specific practical conditions in engineering practice, it is useful to research the various factors that influence the symmetrical anchor plate's capacity when it is subjected to uplift forces.

In this study, three small-scale physical tests were performed to investigate the uplift resistance of short piles in loose sand with pile diameter of 5 cm and slenderness ratio of 2, 3 and 4. Close photogrammetric technique and Particle Image Velocimetry (PIV) were also employed to observe the deformation patterns due to uplift force.

By contrast, the Daniel Johnson buttresses could be founded individually, exploiting fully an important advantage of buttress dams over gravity dams that of smaller uplift forces.