"Numerick\u00E1 anal\u00FDza pln\u00E9 vazby krovu"@cs . "27120" . "155105" . "Sucharda, Old\u0159ich" . "The article discusses static analysis of rafter structures. This type of a roof structure is very common but the modern requirements have made necessary a deeper understanding of its static function. A numerical analysis of horizontal stiffness is provided. The finite element method and non-linear analysis is used in order to obtain a more realistic model behaviour."@en . "Rafter Numerical Analysis"@en . "Bro\u017Eovsk\u00FD, Ji\u0159\u00ED" . "Mezi b\u011B\u017En\u00E9 konstruk\u010Dn\u00ED soustavy \u0161ikm\u00FDch st\u0159ech pat\u0159\u00ED pln\u00E1 vazba vaznicov\u00E9ho krovu, kter\u00E9 se v\u011Bnuje tento p\u0159\u00EDsp\u011Bvek. V sou\u010Dasn\u00E9 dob\u011B se n\u00E1roky na p\u016Fvodn\u00ED tesa\u0159sk\u00E9 spoje a konstrukce zna\u010Dn\u011B zm\u011Bnily. P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 numerickou anal\u00FDzou zam\u011B\u0159enou na vodorovnou tuhost spojen\u00ED v m\u00EDst\u011B zakotven\u00ED pozednice do \u017Eelezobetonov\u00E9ho v\u011Bnce. Pro anal\u00FDzu je zvolen\u00E1 metoda kone\u010Dn\u00FDch prvk\u016F, kdy v\u00FDpo\u010Detn\u00ED model je prostorov\u00FD. V proveden\u00FDch v\u00FDpo\u010Dtech je zahrnuta geometrick\u00E1 nelinearita a jsou pou\u017Eity kontaktn\u00ED prvky. C\u00EDlem p\u0159\u00EDsp\u011Bvku je vytvo\u0159it model skute\u010Dn\u00E9ho chov\u00E1n\u00ED konstrukce a analyzovat vybran\u00E9 detaily." . "Numerick\u00E1 anal\u00FDza pln\u00E9 vazby krovu" . "Mikol\u00E1\u0161ek, David" . . "[A23F0A4EC193]" . "Rafter Numerical Analysis"@en . . "3"^^ . . "3"^^ . . "CZ - \u010Cesk\u00E1 republika" . . "RIV/61989100:27120/12:86082618!RIV13-MSM-27120___" . "S" . . . . . "10"^^ . . . "Numerick\u00E1 anal\u00FDza pln\u00E9 vazby krovu"@cs . "wood; stiffness; analysis; model; Truss"@en . . "Sborn\u00EDk v\u011Bdeck\u00FDch prac\u00ED V\u0160B-TUO, \u0159ada stavebn\u00ED" . . . "2" . . "Numerick\u00E1 anal\u00FDza pln\u00E9 vazby krovu" . "RIV/61989100:27120/12:86082618" . . "12" . . "1213-1962" . . "Mezi b\u011B\u017En\u00E9 konstruk\u010Dn\u00ED soustavy \u0161ikm\u00FDch st\u0159ech pat\u0159\u00ED pln\u00E1 vazba vaznicov\u00E9ho krovu, kter\u00E9 se v\u011Bnuje tento p\u0159\u00EDsp\u011Bvek. V sou\u010Dasn\u00E9 dob\u011B se n\u00E1roky na p\u016Fvodn\u00ED tesa\u0159sk\u00E9 spoje a konstrukce zna\u010Dn\u011B zm\u011Bnily. P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 numerickou anal\u00FDzou zam\u011B\u0159enou na vodorovnou tuhost spojen\u00ED v m\u00EDst\u011B zakotven\u00ED pozednice do \u017Eelezobetonov\u00E9ho v\u011Bnce. Pro anal\u00FDzu je zvolen\u00E1 metoda kone\u010Dn\u00FDch prvk\u016F, kdy v\u00FDpo\u010Detn\u00ED model je prostorov\u00FD. V proveden\u00FDch v\u00FDpo\u010Dtech je zahrnuta geometrick\u00E1 nelinearita a jsou pou\u017Eity kontaktn\u00ED prvky. C\u00EDlem p\u0159\u00EDsp\u011Bvku je vytvo\u0159it model skute\u010Dn\u00E9ho chov\u00E1n\u00ED konstrukce a analyzovat vybran\u00E9 detaily."@cs . .