By comparing the resulted seismic wall displacements calculated by numerical analysis for six historical ground motions with that calculated by the pseudo-static method, it is found that numerical seismic displacements are either equal to or greater than corresponding pseudo-static values.
Large computational efforts are required for calculating by numerical methods the natural frequencies of such plates with different volume fractions of containing materials.
This has been done by comparing values calculated by numerical means, where end-effects are included in the analysis, with values calculated by analytical means, where end-effects are excluded.
Volume was calculated by numerical integration of V′.
Therefore, the geometrical properties must be calculated by numerical methods.
The latter is also calculated by numerical means.
The tabulated results may be used to judge the frequencies calculated by numerical methods.
The static torque values of the rotor have been measured by experiments and calculated by numerical analysis, and finally they have been compared.
The solution was obtained via Laplace and Hankel transforms, with results calculated by numerical inversion.
Velocity vectors and average-wind-pressure coefficients for equivalent static load are calculated by numerical results.
