Unfortunately, the zero dimensionality requirement (dim operatorname {Fix}(F^)=0) in Theorem 12.15 is rather difficult to verify in general.
To apply the proposed theoretical approach readily in stochastic seismic analysis of complex and significant structures, this scheme is implemented and verified in a general finite element platform, and is then applied to a high-pier railway bridge under spatially varying ground motions considering the local site effect and the effect of ground motion nonstationarity.
Nonetheless, it can be verified that, in general, the predictive power of the models does not increase after 200 variables.
We also verified that, in general, the calculation of the proposed method was faster than the conventional method.
Within the set of Q best matches we have also verified that, in general, the majority of correct correspondences share the top positions of the ranking together with a small number of false matches (generated by incidental signature similarities).
In fact, in this study it was verified that, in general, the −ln L increased when the number of taxonomic genus represented in the multialignment sequences increased (data not shown).
In addition, however, as sσ, ground = 1, in the gauge transformed system we have that, as β → ∞, ⟨ sσ⟩ → 1, a property which is in general not verified in the original basis, which will instead concentrate at its own ground state.
This has been verified in many different specalties, including general 5 6 urological, 7 8 paediatric, 9 and gynaecological surgery.
The measurement was verified in January , 2012
