. "Concrete as a man-made heterogeneous material shows very complex non-linear behavior which is extremely difficult to model both theoretically and numerically. The microplane model is a fully threedimensional material law that includes tensional and compressive softening, damage of the material, different combinations of loading, unloading and cyclic loading along with the development of damage-induced anisotropy of the material. As a result, it is fully capable of predicting behavior of real-world concrete structures once provided with proper input data. Although the authors of the model proposed a heuristic calibration procedure, it is based on the trial-and-error method and provides guide to determination of only selected material parameters. Therefore, a reliable and inexpensive procedure for parameters identification of this model is on demand." . "1"^^ . . "[1E0DE264E9F9]" . . "RIV/68407700:21110/04:01100267!RIV/2005/MSM/211105/N" . . . "Metody um\u011Bl\u00E9 inteligence pro odhad parametr\u016F mikroplo\u0161kov\u00E9ho modelu"@cs . "Soft Computing Methods for Estimation of Microplane Model Parameters" . "Computational Mechanics Abstracts, Volume II: Abstracts of the Papers Presented at the Regular Sessions of the Sixth World Congress on Computational Mechanics in conjunction with the Second Asian-Pacific Congress on Computational Mechanics" . "Z(MSM 210000003)" . . . "21110" . . . "Zeman, Jan" . . "Soft Computing Methods for Estimation of Microplane Model Parameters" . . "69 ; 69" . "Soft Computing Methods for Estimation of Microplane Model Parameters"@en . . . "RIV/68407700:21110/04:01100267" . "586821" . "Thinghua University Press & Springer Verlag" . "Soft Computing Methods for Estimation of Microplane Model Parameters"@en . "3"^^ . "Beijing" . "Beijing" . "Lep\u0161, Mat\u011Bj" . "7-302-09342-3" . . "2004-09-05+02:00"^^ . "genetic algorithms; microplane model; optimization; parameter estimation; sensitivity analysis"@en . "Ku\u010Derov\u00E1, Anna" . . . "Metody um\u011Bl\u00E9 inteligence pro odhad parametr\u016F mikroplo\u0161kov\u00E9ho modelu"@cs . . . "3"^^ . . "Concrete as a man-made heterogeneous material shows very complex non-linear behavior which is extremely difficult to model both theoretically and numerically. The microplane model is a fully threedimensional material law that includes tensional and compressive softening, damage of the material, different combinations of loading, unloading and cyclic loading along with the development of damage-induced anisotropy of the material. As a result, it is fully capable of predicting behavior of real-world concrete structures once provided with proper input data. Although the authors of the model proposed a heuristic calibration procedure, it is based on the trial-and-error method and provides guide to determination of only selected material parameters. Therefore, a reliable and inexpensive procedure for parameters identification of this model is on demand."@en . "V p\u0159\u00EDsp\u011Bvku je diskutov\u00E1no pou\u017Eit\u00ED stochastick\u00E9ho glob\u00E1ln\u00EDho optimaliza\u010Dn\u00EDho algoritmu SADE spolu s um\u011Bl\u00FDmi neuronov\u00FDmi s\u00EDt\u011Bmi na identifikaci parametr\u016F mikroplo\u0161kov\u00E9ho modelu."@cs . .