Figure8
![Reliability-based design optimization for seismic structures considering randomness associated with ground motions](https://image.oaes.cc/38bbe4d9-783f-4d02-8df9-797a5bf14095/dpr2035-8.jpg)
Figure 8. Pareto solution obtained from multi-objective optimization using NSGA-II
Figure 8. Pareto solution obtained from multi-objective optimization using NSGA-II
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