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With the increase of I c, the performance of the cases without the maximum transmit power limit improves continuously.
Figure 11 confirms this expectation and demonstrates that differences in energy outputs (analogous to Eq. 4) are small but positive, indicating better performance of the cases with CO2 injection.
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The performance of the case without any PCA processing is also shown for reference.
The FEMA 356 criteria were used to evaluate the seismic performance of the case study structure.
Performance of the case is measured in terms of travel distance and order retrieval time.
By evaluating the seismic performance of the case study building, conclusions can be inferred about the seismic performance of conventional structures with similar designs.
The FEMA P-58 performance assessment procedure (ATC 2012) was used to evaluate the seismic performance of the case study building.
Unfortunately, performance of the case with unknown number of targets is not always as accurate as shown here and more than one inaccurate track may arise.
Based on the measured performance of the case histories, observations are made in relation to performance, design, and construction of GRS bridge-supporting structures.
Based on the seismic evaluation with the FEMA 356 criteria, the addition of shear walls provided the greatest improvement in the seismic performance of the case study building.
It can be damp the low frequency oscillations in the best possible procedure and significantly improves the stability performance of the case study system.
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