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Structural optimization problems aim at increasing the performance of the structure while decreasing its costs guaranteeing, however, the applicable safety requirements.
We propose several optimizations to improve performance of the structure.
This can adversely influence the seismic performance of the structure under strong earthquakes.
The finite-difference time-domain method is used to investigate the performance of the structure.
Then we compare the performance of the structure with that of Sierpinski dipole FSS.
In this approach, initially, the performance of the structure is evaluated using pushover analysis.
Appropriate shapes of the stiffness ribs are found for best performance of the structure.
The seismic performance of the structure under severe earthquakes is calculated to check the design results.
"It's not just that we can simulate a Category 5," Dr. Bartlett said, "but we can simulate a Category 5 and see the unsatisfactory performance, and then do something that we think will improve the performance" of the structure.
The effect of each parameter tested in this study had various affecting ratios on the earthquake performance of the structure.
However, the inherent defects of combined material and its effect on performance of the structure loading behavior cannot be ignored.
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