Exact(18)
In our case a simplified procedure is followed, according with reference18.
Compared to the conventional procedures, the simplified procedure is proven to be more robust.
A simplified procedure is proposed to implement this rotational restraint in nonlinear finite element analysis.
A simplified procedure is included for the permanent displacement under vertical acceleration.
The order of design equations in the simplified procedure is reduced to that of the undelayed system part.
Further, a simplified procedure is developed to identify the most preferred design (knee point) in the design space, which is generally solved with multi-objective optimization algorithms.
Similar(42)
To implement the algorithm, called the CUSUM algorithm that was derived from the optimization formulation of the incident detection problem, a simplified procedure was developed.
The results obtained from the simplified procedure are comparable with those obtained from AASHTO T 307 which calls for 15 combinations of stresses.
The proposed simplified procedure was shown to capture most of the amplitudes and almost all of the variational trends of CSR.
A simplified procedure was then developed, which produced unbiased estimates of the representative and maximum soil-structure-earthquake-induced cyclic stress ratio values, an alternative, in the preliminary design stage, or complementary in the final design stage, to 3-D dynamic response assessment of soil and structure systems.
For this purpose a simplified procedure was developed that can, using single unit cell or assembly calculations, (1) account for non-linear burnup dependent k∞ and thus to adequately predict the discharge burnup; (2) estimate the burnup dependent soluble boron concentration and; (3) estimate the reactivity coefficients; all of the above for a multi-batch core.
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