. "RIV/00216305:26110/07:PU70204!RIV08-MSM-26110___" . "P(GA103/05/0292), Z(MSM0021630519)" . "Lan\u00EDkov\u00E1, Ivana" . "2007-05-28+02:00"^^ . . "RIV/00216305:26110/07:PU70204" . . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 optimalizac\u00ED n\u00E1vrhu sto\u017E\u00E1r\u016F z odst\u0159e\u010Fovan\u00E9ho betonu. Optimalizace spo\u010D\u00EDv\u00E1 v minimalizaci objemu v\u00FDztu\u017Ee (beton\u00E1\u0159sk\u00E9, p\u0159edpjat\u00E9) po d\u00E9lce sto\u017E\u00E1ru za p\u0159edpokladu spln\u011Bn\u00ED podm\u00EDnek spolehlivosti mezn\u00EDch stav\u016F \u00FAnosnosti a pou\u017Eitelnosti podle EC 2. N\u00E1vrh sto\u017E\u00E1r\u016F je automatizov\u00E1n v\u00FDpo\u010Dtov\u00FDm programem. Obsahem \u010Dl\u00E1nku je popis z\u00E1kladn\u00EDch algoritm\u016F \u0159e\u0161en\u00ED a v\u00FDsledky p\u0159\u00EDklad\u016F \u0159e\u0161en\u00FDch programem v\u010Detn\u011B grafick\u00FDch v\u00FDstup\u016F. Jsou uvedeny i srovn\u00E1vac\u00ED v\u00FDpo\u010Dty podle EC 2 a \u010CSN 73 1201 (1986). D\u00E1le jsou uvedeny n\u011Bkter\u00E9 v\u00FDsledky parametrick\u00FDch studi\u00ED pro konkr\u00E9tn\u00ED sto\u017E\u00E1r." . "93-98" . . "26110" . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 optimalizac\u00ED n\u00E1vrhu sto\u017E\u00E1r\u016F z odst\u0159e\u010Fovan\u00E9ho betonu. Optimalizace spo\u010D\u00EDv\u00E1 v minimalizaci objemu v\u00FDztu\u017Ee (beton\u00E1\u0159sk\u00E9, p\u0159edpjat\u00E9) po d\u00E9lce sto\u017E\u00E1ru za p\u0159edpokladu spln\u011Bn\u00ED podm\u00EDnek spolehlivosti mezn\u00EDch stav\u016F \u00FAnosnosti a pou\u017Eitelnosti podle EC 2. N\u00E1vrh sto\u017E\u00E1r\u016F je automatizov\u00E1n v\u00FDpo\u010Dtov\u00FDm programem. Obsahem \u010Dl\u00E1nku je popis z\u00E1kladn\u00EDch algoritm\u016F \u0159e\u0161en\u00ED a v\u00FDsledky p\u0159\u00EDklad\u016F \u0159e\u0161en\u00FDch programem v\u010Detn\u011B grafick\u00FDch v\u00FDstup\u016F. Jsou uvedeny i srovn\u00E1vac\u00ED v\u00FDpo\u010Dty podle EC 2 a \u010CSN 73 1201 (1986). D\u00E1le jsou uvedeny n\u011Bkter\u00E9 v\u00FDsledky parametrick\u00FDch studi\u00ED pro konkr\u00E9tn\u00ED sto\u017E\u00E1r."@cs . "Optimalizovan\u00FD n\u00E1vrh sto\u017E\u00E1r\u016F z odst\u0159e\u010Fovan\u00E9ho betonu podle z\u00E1sad \u010CSN EN 1992-1-1"@cs . "\u0160t\u011Bp\u00E1nek, Petr" . . "2"^^ . . . . . "Optimised design of spun concrete poles in accordance with \u010CSN EN 1992-1-1"@en . "ZBORN\u00CDK pr\u00EDspevkov z VIII. VEDECKEJ KONFERENCIE STAVEBVEJ FAKULTY TECHNICKEJ UNIVERSITY V KO\u0160ICIACH" . "Optimalizovan\u00FD n\u00E1vrh sto\u017E\u00E1r\u016F z odst\u0159e\u010Fovan\u00E9ho betonu podle z\u00E1sad \u010CSN EN 1992-1-1" . "2"^^ . "Optimised design of spun concrete poles in accordance with \u010CSN EN 1992-1-1"@en . "439843" . . "978-80-8073-790-0" . . . "This paper is focused on optimized design of a transmission mast from spun concrete. Optimalization is based on minimalization of amount of reinforcing and prestressing steel lengthwise the mast in accordance with ULS and SLS of the EUROCODE design code (price of the materials taken into account). The design of a transmission mast is automated by means of computer program. The paper contains the definition of basic algorithms of the proposed solution and outputs from solved examples together with graphical outcomes. For comparison, paper contains the calculations based on EUROCODE 2 and based on Czech code - \u010CSN 731201 (1986). Furthermore, there are presented some outcomes of parametric studies made for specific mast."@en . "optimisation, pole, prestressing"@en . . "6"^^ . "Ko\u0161ice" . "Optimalizovan\u00FD n\u00E1vrh sto\u017E\u00E1r\u016F z odst\u0159e\u010Fovan\u00E9ho betonu podle z\u00E1sad \u010CSN EN 1992-1-1"@cs . "Ko\u0161ice" . "[6CE2C82AD491]" . . . . "Optimalizovan\u00FD n\u00E1vrh sto\u017E\u00E1r\u016F z odst\u0159e\u010Fovan\u00E9ho betonu podle z\u00E1sad \u010CSN EN 1992-1-1" . . "Neuveden" .