Sentence examples for foundation displacement from inspiring English sources

Figure 13 shows the net displacements of each story excluding the foundation displacement.

Due to the influence of foundation displacement, there are more than two excitation items in the mode equations.

Here, the decay rate of the foundation displacement components through the depth appears as a new parameter.

Adapazarı was the scene of spectacular structural damage as well as widespread foundation displacement that occurred in the city during the devastating earthquake of August 17 , 1999

Foundation displacement observations at 130 monitored towers showed that the majority of tower foundations suffered subsidence rather than heave during the observational period.

This paper studies characteristics of 1 3 internal resonances and its bifurcations for an axially moving unidirectional plate partially immersed in a fluid under foundation displacement excitation.

For instance, energy geostructures impose temperature variations that are daily and seasonally cyclic to the soil and might have consequences of engineering relevancy, mainly in terms of foundation displacements.

A variational method is used to formulate a nonlinear boundary value problem for the shell and foundation displacements and an iterative solution procedure based on the Ritz method is presented.

According to Dey and Gupta (1999), if the foundation is assumed to be massless, then base shear (V_s omega )) and base moment (M_s omega )) can be expressed in terms of foundation displacements relative to the soil medium using the impedance functions.

Open image in new window Fig. 23 Continuous beam on elastic foundation: displacements (enlarged scale) at loading times corresponding to a load position at the middle of the right span, and histogram of the deflection (m) in the center of the right span in the case of a force moving to the right in the second span.

A comparison is made between the numerical and analytical results and they are also compared with the experimental results to validate the numerical modelling and analytical approaches and, in the new light of the Performance-Based-Design, evaluate their ability to predict foundation displacements (SLE) and bearing capacity (SLU).