"Confined column, FRP reinforcement, FRP wrap, tri-axial state of stress"@en . "182295" . . . . "Zesilov\u00E1n\u00ED \u017Eelezobetonov\u00FDch sloup\u016F ovinut\u00EDm FRP band\u00E1\u017E\u00ED"@cs . "Zesilov\u00E1n\u00ED \u017Eelezobetonov\u00FDch sloup\u016F ovinut\u00EDm FRP band\u00E1\u017E\u00ED" . "26110" . "RIV/00216305:26110/12:PU96758" . "P(FR-TI1/357), P(GD103/09/H085)" . "Kostiha, Vojt\u011Bch" . "1"^^ . . "STRENGTHENING OF REINFORCED CONCRETE COLUMNS WITH FRP WRAP (BANDS)"@en . . "Zesilov\u00E1n\u00ED \u017Eelezobetonov\u00FDch sloup\u016F ovinut\u00EDm FRP band\u00E1\u017E\u00ED"@cs . "[A466CD3CD976]" . . . "STRENGTHENING OF REINFORCED CONCRETE COLUMNS WITH FRP WRAP (BANDS)"@en . . "2012-01-26+01:00"^^ . . "Zesilov\u00E1n\u00ED \u017Eelezobetonov\u00FDch sloup\u016F ovinut\u00EDm FRP band\u00E1\u017E\u00ED" . "The contribution deals with the methods of strengthening of reinforced concrete columns representing slender compression elements with composite FRP wraps confinement. By this confinement is induced tri-axial state of stress. The results of this state increased both the resistance and strain of strengthened columns. The contribution present smaller cogency of analytic relationships of confined columns and the behavior of FRP fabric during eccentric loading. The example shows the difference of the results of increased resistance of confined elements."@en . . . "P\u0159\u00EDsp\u011Bvek je tematicky zam\u011B\u0159en do oblasti zesilov\u00E1n\u00ED betonov\u00FDch konstrukci, p\u0159i\u010Dem\u017E se podrobn\u011B zab\u00FDv\u00E1 p\u0159edev\u0161\u00EDm zesilov\u00E1n\u00EDm \u017Eelezobetonov\u00FDch sloup\u016F pomoc\u00ED ovinut\u00ED kompozitn\u00ED FRP tkaninou. U t\u00EDmto zp\u016Fsobem zes\u00EDlen\u00E9ho sloupu je zaji\u0161t\u011Bno nejen zv\u00FD\u0161en\u00ED osov\u00E9 \u00FAnosnosti vlivem n\u00E1r\u016Fstu tlakov\u00E9 pevnosti betonu, ale i zv\u00FD\u0161en\u00ED smykov\u00E9 a ohybov\u00E9 \u00FAnosnosti a v neposledn\u00ED \u0159ad\u011B i jeho hou\u017Eevnatosti. Oproti klasick\u00FDm zp\u016Fsob\u016Fm zesilov\u00E1n\u00ED m\u00E1 pou\u017Eit\u00ED FRP materi\u00E1l\u016F bezesporn\u00E9 v\u00FDhody, p\u0159edev\u0161\u00EDm jsou to antikorozn\u00ED vlastnosti FRP band\u00E1\u017Ee a zna\u010Dn\u00E1 subtilnost zesiluj\u00EDc\u00EDho pr\u016F\u0159ezu. V\u00FD\u010Dtem dal\u0161\u00EDch, pro projektanta v\u00FDznamn\u00FDch, vlastnost\u00ED (pozitivn\u00EDch i negativn\u00EDch) se podrobn\u011Bji zab\u00FDv\u00E1 text \u010Dl\u00E1nku."@cs . . . "1"^^ . "Brno" . "Brno" . "1"^^ . "RIV/00216305:26110/12:PU96758!RIV13-MPO-26110___" . "VUT Fakulta stavebn\u00ED v Brn\u011B" . "978-80-214-4393-8" . . . . . "JUNIORSTAV 2012" . "P\u0159\u00EDsp\u011Bvek je tematicky zam\u011B\u0159en do oblasti zesilov\u00E1n\u00ED betonov\u00FDch konstrukci, p\u0159i\u010Dem\u017E se podrobn\u011B zab\u00FDv\u00E1 p\u0159edev\u0161\u00EDm zesilov\u00E1n\u00EDm \u017Eelezobetonov\u00FDch sloup\u016F pomoc\u00ED ovinut\u00ED kompozitn\u00ED FRP tkaninou. U t\u00EDmto zp\u016Fsobem zes\u00EDlen\u00E9ho sloupu je zaji\u0161t\u011Bno nejen zv\u00FD\u0161en\u00ED osov\u00E9 \u00FAnosnosti vlivem n\u00E1r\u016Fstu tlakov\u00E9 pevnosti betonu, ale i zv\u00FD\u0161en\u00ED smykov\u00E9 a ohybov\u00E9 \u00FAnosnosti a v neposledn\u00ED \u0159ad\u011B i jeho hou\u017Eevnatosti. Oproti klasick\u00FDm zp\u016Fsob\u016Fm zesilov\u00E1n\u00ED m\u00E1 pou\u017Eit\u00ED FRP materi\u00E1l\u016F bezesporn\u00E9 v\u00FDhody, p\u0159edev\u0161\u00EDm jsou to antikorozn\u00ED vlastnosti FRP band\u00E1\u017Ee a zna\u010Dn\u00E1 subtilnost zesiluj\u00EDc\u00EDho pr\u016F\u0159ezu. V\u00FD\u010Dtem dal\u0161\u00EDch, pro projektanta v\u00FDznamn\u00FDch, vlastnost\u00ED (pozitivn\u00EDch i negativn\u00EDch) se podrobn\u011Bji zab\u00FDv\u00E1 text \u010Dl\u00E1nku." . . .