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(a) Comparisons of displacement function.
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Comparisons of displacements, stress and strain obtained from analytical solutions and the numerical results for bidimensional and tridimensional elastostatics problems are presented, and the self-regular formulation shows strong stability.
a Comparison of displacement map for exact solution and RSM approximation.
Elastic effects are expressed in difference of surface displacement fields and comparison of displacement fields on a cross section with depth.
Further, the optimum values of the parameters mentioned in these tables are used to depict the comparison of displacement time history of primary structure without TMFD and with TMFD for the Imperial Valley (1940), Landers (1992) and Kobe (1995) earthquake, respectively, in Fig. 14.
Open image in new window Figure 9 Comparison of displacement-time history response.
Fig. 4. Comparison of displacements calculated for the fault model (dark line) with those estimated from data at 12 selected GPS stations.
The analysis comprises plotting and comparisons of total displacement of story, inter-story drift (IDR) and IDA curves.
Numerical comparisons of the displacement field are made with solutions from two other theories; a solution with equivalent boundary conditions for a thin piezoelectric layer applied on an elastic plate and an exact solution based on Fourier series expansions.
Comparisons with known results for special cases, along with comparisons of surface displacements and the indentor profile, indicate that good accuracy of the solution can be achieved.
The form of the ROM governing equations, the estimation of their parameters, and the selection of the basis functions are reviewed in detail and comparisons of predicted displacements and stresses obtained by the ROM and the full order, finite element models are presented.
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