Risk-Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA-II

<div>(a) Distribution of magnitude and epicentral distance of 100 ground motions; (b) linear spectra acceleration of 100 ground motions.</div>

Advances in Civil Engineering

Figure 5: Risk-Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA-II 