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Optimum design of reinforced concrete frames according to EC8 and MC2010 with Genetic Algorithms

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Figure

Figure 1: Design variables: a) column sections, b) beam sections
Figure 2: Elastic spectra with 5% damping for ground motion sets selected and scaled in accordance with a) EC8, b) MC2010
Figure 3: Example portal frame
Figure 4: Optimization histories of designs obtained by MC2010 methodology for THA ground motion set and three different design PGAs for the 10/50 seismic hazard level
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