"V posledn\u00ED dob\u011B metoda kombinovan\u00E9ho modelov\u00E1n\u00ED (vz\u00E1jemn\u00E9 ovlivn\u011Bn\u00ED vstupn\u00EDch parametr\u016F matematick\u00FDch a fyzik\u00E1ln\u00EDch model\u016F) prok\u00E1zala \u0159adu v\u00FDhod p\u0159i studiu podzem\u00EDch konstrukc\u00ED. V grantov\u00E9m projektu bude navr\u017Een nov\u00FD postup p\u0159i posuzov\u00E1n\u00ED t\u011Bchto konstrukc\u00ED vych\u00E1zej\u00EDc\u00ED z v\u00FDpo\u010Dtu vnit\u0159n\u00EDch parametr\u016F v matematick\u00E9m fyzik\u00E1ln\u011B neline\u00E1rn\u00EDm modelu s vyu\u017Eit\u00EDm \u010D\u00E1ste\u010Dn\u00FDch v\u00FDsledk\u016F fyzik\u00E1ln\u00EDho modelu. Za vnit\u0159n\u00ED parametry mohou b\u00FDt pova\u017Eov\u00E1ny plastick\u00E9, viskoplastick\u00E9 nebo jin\u00E9 nelinearizuj\u00EDc\u00ED vlivy. Modelbude kombinov\u00E1n s Desaiov\u00FDm p\u0159\u00EDstupem vyu\u017Eit\u00ED tzv. poruchov\u00FDch funkc\u00ED. Uveden\u00FD postup lze pova\u017Eovat za zvl\u00E1\u0161tn\u00ED p\u0159\u00EDpad inverzn\u00ED anal\u00FDzy. Parametry budou u\u017Eity jak argumenty optimaliza\u010Dn\u00EDch \u00FAloh (zv\u00FD\u0161en\u00ED \u00FAnosnosti konstrukc\u00ED, zv\u00FD\u0161en\u00ED ekonomick\u00E9 efektivnosti)."@cs . "3905"^^ . . . . . "Kombinovan\u00E9 modelov\u00E1n\u00ED podzemn\u00EDch konstrukc\u00ED s vyu\u017Eit\u00EDm vnit\u0159n\u00EDch parametr\u016F"@cs . . "0"^^ . . . "0"^^ . "In the past, the coupled modelling (mutual influence of input data for mathematical and for physical models from equivalent material) proved several advantages when dealing with geotechnical structures. In the grant project a new procedure for assessment of such structures will be proposed, starting with evaluation of internal parameters of the mathematical physically nonlinear model using partial results of the physical model. The internal parameters may stand for plastic, viscoplastic or another nonlinearizing effects. Model will be combined with Desai`s disturbance function. The procedure may considered as a special case of inverse analysis. The parameters will be used as the arguments for increasing the bearing capacity of the structure and economic optimization."@en . "24"^^ . "2"^^ . "24"^^ . "couplet modeling; tunnel assessment; slope stability; foundation engineering;"@en . . "Coupled modelling of underground structures using internal parameters"@en . . "1563"^^ .