000001516 001__ 1516
000001516 005__ 20141118153504.0
000001516 04107 $$acze
000001516 046__ $$k2003-05-12
000001516 100__ $$aLepš, M.
000001516 24500 $$aAutomated design of reinforced concrete frames

000001516 24630 $$n9.$$pEngineering Mechanics 2003
000001516 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, Prague
000001516 506__ $$arestricted
000001516 520__ $$2eng$$aThis paper presents discrete optimization of reinforced concrete structures based on an efficient combination of deterministic and stochastic optimization strategies. The deterministic optimization algorithm is used for the detailing of a reinforced concrete cross-section for a given combination of internal forces. The stochastic optimization algorithm, based on the Augmented Simulated Annealing, is used for the optimization of a whole structure in terms of basic structural characteristics like types of materials, dimensions of elements or profiles of steel bars. The implicit parallelization of genetic algorithm is implemented to reduce the overall computational time.

000001516 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001516 653__ $$a

000001516 7112_ $$aEngineering Mechanics 2003$$cSvratka (CZ)$$d2003-05-12 / 2003-05-15$$gEM2003
000001516 720__ $$aLepš, M.$$iBittnar, Z.$$iZeman, J.
000001516 8560_ $$ffischerc@itam.cas.cz
000001516 8564_ $$s268426$$uhttps://invenio.itam.cas.cz/record/1516/files/251-Matej-Leps-PT.pdf$$y
             Original version of the author's contribution as presented on CD, SOL.
            
000001516 962__ $$r971
000001516 980__ $$aPAPER