"158712" . . "Pil\u00ED\u0159 1.0"@cs . "Pouze pro nekomer\u010Dn\u00ED vyu\u017Eit\u00ED" . . "Vy\u017Eaduje instalaci MATLAB Compiler Runtime library, kter\u00E1 je voln\u011B ke sta\u017Een\u00ED na webu" . . "Pil\u00ED\u0159 1.0"@en . "Pil\u00ED\u0159 1.0" . "Program Pil\u00ED\u0159 1.0 je vytvo\u0159en k posouzen\u00ED zd\u011Bn\u00FDch pil\u00ED\u0159\u016F atypick\u00E9ho pr\u016F\u0159ezu zat\u00ED\u017Een\u00FDch excentrick\u00FDm tlakem. Program umo\u017E\u0148uje zadat libovoln\u00FD mnoho\u00FAheln\u00EDkov\u00FD pr\u016F\u0159ez s nek\u0159\u00ED\u017E\u00EDc\u00EDmi se hranami a uva\u017Eovat zat\u00ED\u017Een\u00ED excentrick\u00E9 v obou sm\u011Brech. Postup posouzen\u00ED je veden v souladu s Eurok\u00F3dem 6 [1] a obecn\u00FDmi z\u00E1sadami stavebn\u00ED mechaniky."@cs . "Fl\u00E1dr, Josef" . "B\u00EDl\u00FD, Petr" . . "3"^^ . "Pil\u00ED\u0159 1.0"@en . "Pil\u00ED\u0159 1.0" . "Pil\u00ED\u0159 1.0"@cs . . . . "3"^^ . . "V" . . "http://concrete.fsv.cvut.cz/~bily/FRVS2012.htm" . "Pil\u00ED\u0159 1.0 program was designed for verification of load-bearing capacity of masonry pillars with irregular cross-section loaded by eccentric pressure. Program allows to enter polygonal cross-section with non-intersecting edges and to consider the loading with eccentricity in both directions. Verification procedure is in accordance with Eurocode 6 [1] and general rules of structural mechanics."@en . . . . "RIV/68407700:21110/12:00198654" . . . . . "RIV/68407700:21110/12:00198654!RIV13-MSM-21110___" . . "Masonry; pillar; Eurocode 6; eccentricity; irregular cross-section; utility; program"@en . "[D76B3856EF9F]" . . "21110" . . . "Va\u0161kov\u00E1, Jitka" . "Pil\u00ED\u0159 1.0" . . . "Program Pil\u00ED\u0159 1.0 je vytvo\u0159en k posouzen\u00ED zd\u011Bn\u00FDch pil\u00ED\u0159\u016F atypick\u00E9ho pr\u016F\u0159ezu zat\u00ED\u017Een\u00FDch excentrick\u00FDm tlakem. Program umo\u017E\u0148uje zadat libovoln\u00FD mnoho\u00FAheln\u00EDkov\u00FD pr\u016F\u0159ez s nek\u0159\u00ED\u017E\u00EDc\u00EDmi se hranami a uva\u017Eovat zat\u00ED\u017Een\u00ED excentrick\u00E9 v obou sm\u011Brech. Postup posouzen\u00ED je veden v souladu s Eurok\u00F3dem 6 [1] a obecn\u00FDmi z\u00E1sadami stavebn\u00ED mechaniky." . .