Sentence examples for static foundations from inspiring English sources

Magnetically suspended FESS are used commercially on static foundations while vehicle applications pose challenges due to manoeuvring, impacts, and other outer perturbations and have thus only seen successful experimental application in a few research projects where the FESS has been mounted in a passive gimbal to avoid gyroscopic forces.

Inasmuch as static foundation stiffnesses are also widely used in engineering analyses and code formulas for SSI effects, this work includes a brief survey of such static solutions.

Unlike the case without elastic foundation, static snap-through can occur even when the arch is in another stable (P−1) position before the point load moves onto the arch.

The effects of initial condition, radius parameter of the cylindrical foundation, externally static and harmonic excitations are investigated and discussed.

Feet provide the foundation for static support for body and dynamic support during walking or running.

Often, graphs are perceived to be static, but there is mathematical foundation for them to be active.

Next, the strength, stability and ground bearing capacity of the Machine foundation based on static load are evaluated, and in this case, the pseudo-static design considering the additional dynamic load is made up.

In this paper we study the effects of elastic foundation on the static and dynamic snap-through of a shallow arch under a point load traveling at a constant speed.

Some illustrative numerical examples are presented in order to investigate the influences of the length scale parameter and the stiffness coefficients of the nonlinear foundation on the static deflection and the ratio of nonlinear frequency to linear frequency (the nonlinear frequency ratio).

The possibility that these findings could serve as a foundation to evolve static synthetic matrices into dynamic grafts that provide temporal and spatial control over drug delivery is discussed.

Table  2 summarizes the two foundation designs listing: static and seismic loads (Q E, M E), design seismic actions (Q Ed, M Ed), and ultimate shear and moment capacities (Q u, M u) and the factors of safety for static vertical loads (FS V) and seismic loads (FS E).