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The lognormal probability distribution function and its parameters are shown for the corresponding (b) displacements and (d) accelerations.
The black lines represent displacement vectors, while the red and orange lines represent displacements of the object point.
Loading factor λ vs. transversal and lateral displacements uY and uZ .
Hysteretic response of strengthened west wall (displacements at the top of the ground building).
Hysteretic response of strengthened east wall (displacements at the top of the ground building).
Hysteretic response of east wall (displacements at the top of the building).
Geometry of the beam, position vectors and vector of displacements, left; distributed and point loads, middle; stress resultants and cross-section, right. . . . .
Displacements of the loaded end of the beam.
Based on geodetic measurements , the statistical significance of displacements at the surface is determined with statistical methods .
An alternative approach to testing displacements in a geodetic network.
V fazi učenja se model priuči razmerja med premiki parametrov modela ( angl. model parameters displacements ) in preostalimi napakami ( angl. residual errors ) .
Force method , flexibility matrix , positive definite matrix and stability , loading by temperature , elastic supports and displacements of supports .
Out-of-plane displacements of the elbow and the free-end of the cantilever obtained with analysis with 4 elements.
Time history of the horizontal displacements of the wall W6 and time history of rotations of the wall and its' surrounding area.
Table 3.3: Nodal displacements and rotations of the three-layer continuous wooden beam over two spans subjected to the uniform load pZ .
Figure 1.9: Time history of imposed displacements: (a) monotonic (static) load, (b) cyclic (static) load and (c) seismic (dynamic) load.
Figure 8.30: Box-and-whiskers plots of the horizontal displacements of the dam, at selected points on and inside the dam.
Table 8.10: Results of the statistical analysis of the calculated horizontal displacements at selected points on and inside the dam.
Analysis with elemens with interpolation of spatial derivatives of velocities - displacements at point C.
Figure 5.5: Position and distribution of object points to determine absolute horizontal displacements of the study area.