Figure6
![Reliability-based design optimization for seismic structures considering randomness associated with ground motions](https://image.oaes.cc/38bbe4d9-783f-4d02-8df9-797a5bf14095/dpr2035-6.jpg)
Figure 6. PDFs and CDFs of deterministic and reliability-based optimized structures subjected to stochastic ground motions. A: probability density functions; B: cumulative density functions
Figure 6. PDFs and CDFs of deterministic and reliability-based optimized structures subjected to stochastic ground motions. A: probability density functions; B: cumulative density functions
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