"Porovn\u00E1n\u00ED normov\u00FDch metod v\u00FDpo\u010Dtu \u0161t\u00EDhl\u00FDch betonov\u00FDch konstrukc\u00ED s experimentem" . "\u0160t\u00EDhl\u00E9 betonov\u00E9 prvky jsou v dne\u0161n\u00ED dob\u011B \u010Dasto pou\u017E\u00EDv\u00E1ny, jejich n\u00E1vrh je v\u0161ak komplikovan\u00FD, nebo\u0165 je d\u016Fle\u017Eit\u00E9 vz\u00EDt v \u00FAvahu \u00FA\u010Dinek druh\u00E9ho \u0159\u00E1du a tak\u00E9 neline\u00E1rn\u00ED chov\u00E1n\u00ED materi\u00E1lu. Zde je uveden postup n\u00E1vrhu \u0161t\u00EDhl\u00FDch betonov\u00FDch konstrukc\u00ED pomoc\u00ED normy. Z\u00EDskan\u00E9 v\u00FDsledky byly porovn\u00E1ny s daty stanoven\u00FDmi experiment\u00E1ln\u00ED \u010Dinnost\u00ED. Na z\u00E1v\u011Br jsou v\u0161echna data vz\u00E1jemn\u011B porovn\u00E1ny." . . "P(TA01031920), S" . "Porovn\u00E1n\u00ED normov\u00FDch metod v\u00FDpo\u010Dtu \u0161t\u00EDhl\u00FDch betonov\u00FDch konstrukc\u00ED s experimentem"@cs . "\u0160t\u00EDhl\u00E9 betonov\u00E9 prvky jsou v dne\u0161n\u00ED dob\u011B \u010Dasto pou\u017E\u00EDv\u00E1ny, jejich n\u00E1vrh je v\u0161ak komplikovan\u00FD, nebo\u0165 je d\u016Fle\u017Eit\u00E9 vz\u00EDt v \u00FAvahu \u00FA\u010Dinek druh\u00E9ho \u0159\u00E1du a tak\u00E9 neline\u00E1rn\u00ED chov\u00E1n\u00ED materi\u00E1lu. Zde je uveden postup n\u00E1vrhu \u0161t\u00EDhl\u00FDch betonov\u00FDch konstrukc\u00ED pomoc\u00ED normy. Z\u00EDskan\u00E9 v\u00FDsledky byly porovn\u00E1ny s daty stanoven\u00FDmi experiment\u00E1ln\u00ED \u010Dinnost\u00ED. Na z\u00E1v\u011Br jsou v\u0161echna data vz\u00E1jemn\u011B porovn\u00E1ny."@cs . "159766" . "http://concrete.fsv.cvut.cz/~drbohlavova/publikace.htm" . . . . . "Porovn\u00E1n\u00ED normov\u00FDch metod v\u00FDpo\u010Dtu \u0161t\u00EDhl\u00FDch betonov\u00FDch konstrukc\u00ED s experimentem" . "slender contruction; second effect; experiment"@en . . . "Slender concrete elements are often used now, their design is complicated - it is important to take into account second order effect and also non-linear material behaviour. This is describes the available Standard Methods for assessing the slender concrete structures. Comparison of results obtained by described computational methods were performed with data obtained experiment activities. In conclusion, all data are compared with each other."@en . "Porovn\u00E1n\u00ED normov\u00FDch metod v\u00FDpo\u010Dtu \u0161t\u00EDhl\u00FDch betonov\u00FDch konstrukc\u00ED s experimentem"@cs . . "Comparison of standarded methods for calculating slender concrete structures with experiment"@en . . . "RIV/68407700:21110/12:00193390" . "RIV/68407700:21110/12:00193390!RIV13-MSM-21110___" . . "Comparison of standarded methods for calculating slender concrete structures with experiment"@en . . . . "21110" . . "[16D19826BBFF]" . . "1"^^ . "Drbohlavov\u00E1, Lucie" . "1"^^ . .