000013731 001__ 13731
000013731 005__ 20161114170253.0
000013731 04107 $$aeng
000013731 046__ $$k2011-05-25
000013731 100__ $$aAvakian, J.
000013731 24500 $$aNormalized Domination Selection Criteria for Differential Evolution Algorithms in Constrained Optimization for Seismic Engineering

000013731 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013731 260__ $$bNational Technical University of Athens, 2011
000013731 506__ $$arestricted
000013731 520__ $$2eng$$aOptimization is a central aspect of structural engineering, but its practical application hasn't been supported by mathematical and numerical tools because of inner strong nonlinear aspects involved. Moreover during last few decades Evolutionary Algorithms (EAs) gives new interest and horizons in this specific topic, thanks to their strong capacity in treatment of these problems more efficiently than standard methods. But a common criticism to EAs is lack of efficiency and robustness in handling constraints, mainly because they were originally developed for unconstraint problems only. For this reason during past decade hybrid algorithms combining evolutionary computation and constraint-handling techniques have shown to be effective in this specific area. Moreover still now this is a crucial point for practical applications in structural optimization. In this paper a Normalized Domination Selection-based (NDS) rule is proposed to solve constrained-handling optimization problems using a modified version of proposed Differential Evolution algorithm (NDS - DEa). The strategy developed doesn’t requires any additional parameter, increasing the appeal for a simple implementation in many real problems by structural designer without a specific knowledge in the field. Mainly it is based on a domination criteria in selection phase. Actually a common way for constrained handling is introducing a specific role for selection step, so that all other phase of EA aren’t modified; in this way DE flow chart scheme doesn't present any modification from a standard unconstrained one. Anyway the specific constrained selection scheme plays an important role in solution search efficiency, certainly more than in unconstrained cases. Unconstrained selection is based only on comparing individuals OF values, but in constrained one it seemed somewhat different and complicated. The more simple, common and intuitive way for approaching this phase is the penalty function, where OF values are reduced for those individuals don’t satisfying constraints disqualifies (unfeasible individuals). It is immediate (and well known in literature) that depending on penalty low adopted, a more drastic or permissive surviving of unfeasible solutions happened. But this is a central point in this problems, because of in many cases indeed real optimal solutions lies

000013731 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013731 653__ $$aStructural optimization, constrained optimization, evolution algorithms, selection criteria

000013731 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013731 720__ $$aAvakian, J.$$iFiore, A.$$iSerio, D.$$iGreco, R.$$iMarano G., C.
000013731 8560_ $$ffischerc@itam.cas.cz
000013731 8564_ $$s1988867$$uhttps://invenio.itam.cas.cz/record/13731/files/584.pdf$$yOriginal version of the author's contribution as presented on CD, section: MS 17 Optimization Methods and Applications in Structural Dynamics and Earthquake Engineering.
000013731 962__ $$r13401
000013731 980__ $$aPAPER