Exact(8)
Finally, three effective measures are put forward to diminish the system displacement fluctuation.
The geometry of the dry friction damping element yields a friction force that grows linearly with the system displacement.
A time-history analysis has been carried out using Newmark numerical integration method to find the system displacement vector for every time step.
As a result, closed analytical formulae for the sought solution's coefficients the passive foundation pressure function and the system displacement function were obtained.
The non-linearity of the system appears in the restoring force, which is a symmetric trilinear function of the system displacement.
X is the total column vector of the system displacement, and F is the external load column vector.
Similar(52)
Exact bounds are obtained for the work of internal active control forces on the system displacements for the given level of harmonic external disturbance compensation (full compensation in particular).
In the applied method, the system displacements are related to spectral accelerations and moment magnitudes in order to evaluate performance or damage scenarios.
In this method, the system displacements are related to spectral accelerations and moment magnitudes in order to evaluate performance or damage scenarios.
The systems' displacement for different knee flexion angles and after 50 gait cycles was investigated using an EOS® low dose biplanar X-ray system.
This produces analytical solutions to the systems' displacements, stresses, and scattered pressure field.
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