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The validity and robustness of the material optimization method proposed are verified through illustrative numerical experiments.
Finally, the effectiveness and applicability of the method proposed are illustrated by two given numerical examples.
Results that demonstrate the suitability of the method proposed are presented and discussed in "Results and discussion" section.
Although the final failure load errors of multi-bolt joints predicted by the method proposed are over-conservative, further schematically designed error transfer analysis discloses the errors are mainly caused by the CLM itself.
The agreement of the theoretical results with the field measurements shows that the SMT-GP is satisfactory and the models and SMT-GP method proposed are valid and thus can be effectively used for predicting the ground surface subsidence due to tunneling engineering in mountainous areas and urban areas.
The histograms obtained for every parameter by applying the inverse bifurcation method proposed are shown in Figure 6D-J.
Similar(54)
The method proposed is illustrated with two 2D examples.
The RR method proposed is partly analogous to the test-target and NR methods.
The method proposed is time consuming compared to the existing methods.
Furthermore the method proposed is validated against the empirical outage data.
A major limitation of the method proposed is its semicontinuous nature.
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