"Effect of sizeable deformations on mechanical behaviour of prestressed panel"@en . . . . "Slovensk\u00E1 technick\u00E1 univerzita v Bratislave" . . "23-26" . "\u017D\u00EDdkov\u00E1, Pavl\u00EDna" . "Effect of sizeable deformations on mechanical behaviour of prestressed panel"@en . "Fireresistance, atructural response, prestressed panel, geometrical non-linearity"@en . . "RIV/61989100:27120/03:00008045" . "Vliv velk\u00FDch deformac\u00ED p\u0159i po\u017E\u00E1ru na mechanick\u00E9 chov\u00E1n\u00ED p\u0159edpjat\u00FDch panel\u016F"@cs . . "Calculation of concrete element fireresistance comprises of assesing temperature distribution in a cross-section and structural response analysis. The paper specialises in mechanical behaviour of prestressed panel exposed to high temperatures. Lab test report is available, which describe the prestressed panel fire resistance testing. Within the fire resistance testing sizable deformations were measured out, which affect the structural response. The aim of the authors is to find more apposite, geometricaly non-linear, model for stress-strain analysis."@en . . "27120" . "Vliv velk\u00FDch deformac\u00ED p\u0159i po\u017E\u00E1ru na mechanick\u00E9 chov\u00E1n\u00ED p\u0159edpjat\u00FDch panel\u016F" . "[A527A4EBB9D1]" . . . . . "Bratislava" . . . "Bratislava" . "80-227-1958-7" . "2003-10-16+02:00"^^ . . "RIV/61989100:27120/03:00008045!RIV/2004/GA0/271204/N" . . "340"^^ . "Vliv velk\u00FDch deformac\u00ED p\u0159i po\u017E\u00E1ru na mechanick\u00E9 chov\u00E1n\u00ED p\u0159edpjat\u00FDch panel\u016F"@cs . . "2"^^ . "2. International Conference on - New Trends in Statics and Dynamics of Buildings" . . . "Vliv velk\u00FDch deformac\u00ED p\u0159i po\u017E\u00E1ru na mechanick\u00E9 chov\u00E1n\u00ED p\u0159edpjat\u00FDch panel\u016F" . "\u010Cajka, Radim" . "P(GA105/01/0783), Z(MSM 271200005)" . "0"^^ . . "0"^^ . "2"^^ . "P\u0159\u00EDsp\u011Bvek je zam\u011B\u0159en na mechanick\u00E9 chov\u00E1n\u00ED p\u0159edpjat\u00E9ho panelu PPD 718/311 p\u0159i zv\u00FD\u0161en\u00E9 teplot\u011B. K dispozici je zpr\u00E1va o m\u011B\u0159en\u00ED po\u017E\u00E1rn\u00ED odolnosti tohoto panelu v akreditovan\u00E9 laborato\u0159i. P\u0159i zkou\u0161k\u00E1ch po\u017E\u00E1rn\u00ED odolnosti panel\u016F byly nam\u011B\u0159eny velk\u00E9 pr\u016Fhyby, kter\u00E9 maj\u00ED vliv na mechanickou odezvu konstrukce. C\u00EDlem autor\u016F je stanoven\u00ED v\u00FDsti\u017En\u011Bj\u0161\u00EDho, geometricky neline\u00E1rn\u00EDho, modelu pro \u0159e\u0161en\u00ED celkov\u00E9ho nap\u011B\u0165ov\u00E9ho a p\u0159etv\u00E1rn\u00E9ho stavu p\u0159edpjat\u00E9ho panelu." . . "633668" .