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The ultimate strengths of stiffened plate structures in deck and bottom parts, and hull girder against vertical bending moment, are computed for the two designs, and the resulting computations are compared.
Finally, the conclusion is discussed based on the resulting computations.
The resulting computations are shown in Table 1.
In this reformulation, all transitions are taken, and all the resulting computations are continued in parallel.
The ultimate vertical bending moment capacity of the hull structure is then analyzed by ANSYS FEA, ALPS/HULL, and IACS CSR methods, and their resulting computations are compared.
In the present paper (Part I), the ultimate limit state assessment of unstiffened plates under combined biaxial compression and lateral pressure loads is emphasized using ANSYS, DNV PULS, and ALPS/ULSAP methods, and their resulting computations are compared.
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The resulting computation times, of about 1.5 s, can in fact be considered record-breaking for such a controller.
Since such statistical evolutions depend only on topological characteristics, the resulting computation is intrinsically resilient to errors.
The resulting computation time for using the M-estimator is notably higher than for the other approaches which makes it hardly real-time capable.
The resulting computation times are shown in Figure 8.
Once identified, this empirical model can be employed, with no need of additional FE computations, resulting in faster computations.
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