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Multi-objective seismic design optimization

More recently, Lavan and Dargush (2009) examined a multi-objective seismic design optimization in which the maximum interstorey drift andmaximiun acceleration were considered as the primary control parameters. The multi-objective problem was formulated in Pareto optimal sense (Pareto 1927) and a genetic algorithm based approach was adopted to identify the Pareto front. The endresultofthis multi-objective optimization is a family of Pareto front solutions providing the decisionmakers with an opportunity to understand the tradeoff between the drift and acceleration. [Pg.93]

Lagaros, N.D. Papadrakakis, M. 2007. Seismic design of RC structures a critical assessment in the framework of multi-objective optimization. Earthquake Engineering Structural Dynamics. 36(12) 1623-1639. [Pg.505]

See other pages where Multi-objective seismic design optimization is mentioned: [Pg.479]    [Pg.351]    [Pg.411]    [Pg.413]   
See also in sourсe #XX -- [ Pg.93 ]



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