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A rigorous error analysis is performed to put bounds on the local and global errors in computing displacements and velocities.
The accuracy of the proposed formulations in computing displacements, stresses and sensitivity derivatives is verified by numerical examples.
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A new approach is presented for computing displacement histories of single linear oscillators with arbitrarily light damping and general forcing of particular use for efficient Monte Carlo simulation of modal systems with ultra-light damping and very broadband non-Gaussian excitation.
Experimental efforts are complemented by computing displacement parameters following the TLS+ONIOM approach.
Figure 14 Computed displacements in fuselage-to-fuselage assembly.
Fig. 5 Computed displacements, cumulative for 5 years, due to viscoelastic relaxation.
Fig. 4 Computed displacements and strain fields, cumulative for 5 years, due to viscoelastic relaxation.
Fig. 7 Computed displacements (Model 4), cumulative over 5 years, due to viscoelastic relaxation and residual displacements.
The root mean squared error between the computed displacements and the manually measured displacements was less than 12% of the average displacement in TNF-α-treated venules.
To do so we interpolate the computed displacements and/or contact forces to the refined mesh and then compute stresses using linear static analysis.
Since reduced seismic force is used in the design, computed displacements from an elastic analysis are amplified in order to estimate the actual deformations following a severe earthquake.
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