"Structural glass, fully tempered glass, heat strengthened glass, float glass, stairway, stair step, panel, rigidity, supporting, deflections, stress, finite element method, numerical model"@en . . "Studie vlivu tuhosti a ulo\u017Een\u00ED na chov\u00E1n\u00ED nosn\u00EDk\u016F z konstruk\u010Dn\u00EDho skla" . "RIV/00216305:26110/12:PU97158" . "Study of influence of supporting and rigidity upon behavior of glass beams"@en . . . . . . "RIV/00216305:26110/12:PU97158!RIV13-MSM-26110___" . . "The aim of this paper is study of influence of supporting and rigidity upon behaviour of construction glass beams. This problem is applied on example of a stairway with the stair step and landing from construction glass. The issue is researched by numerical models in ANSYS software (based on finite element method). Results from linear and nonlinear calculation (included a second-order theory) are compared."@en . "172024" . . . . . . . "Pe\u0161ek, Ond\u0159ej" . "26110" . . . "[1BFA10B4D53E]" . "P(1M0579), S" . "1"^^ . . . "Study of influence of supporting and rigidity upon behavior of glass beams"@en . "1"^^ . . "\u010Cl\u00E1nek se zab\u00FDv\u00E1 skute\u010Dn\u00FDm p\u016Fsoben\u00EDm prvk\u016F a d\u00EDlc\u016F z konstruk\u010Dn\u00EDho skla. Panely z konstruk\u010Dn\u00EDho skla, kter\u00E9 mohou p\u016Fsobit jako deskov\u00E9 konstrukce i jako nosn\u00EDkov\u00E9 konstrukce, jsou velmi tenk\u00E9. Pro jejich v\u00FDpo\u010Det tedy nelze pou\u017E\u00EDt klasick\u00E9 nosn\u00EDkov\u00E9 a deskov\u00E9 teorie (kter\u00E9 byly vyvinuty pro \u017Eelezobetonov\u00E9 desky a tuh\u00E9 nosn\u00EDky) - tzv. teorie mal\u00FDch pr\u016Fhyb\u016F, kde pr\u016Fhyb je \u0159\u00E1dov\u011B men\u0161\u00ED ne\u017E tlou\u0161\u0165ka desky/v\u00FD\u0161ka nosn\u00EDku. U sklen\u011Bn\u00FDch nosn\u00EDk\u016F a desek doch\u00E1z\u00ED vlivem zat\u00ED\u017Een\u00ED k pr\u016Fhyb\u016Fm \u0159\u00E1dov\u011B stejn\u00FDm nebo v\u011Bt\u0161\u00EDm, ne\u017E je tlou\u0161\u0165ka prvku, to znamen\u00E1, \u017Ee je ale nutn\u00E9 uplatnit teorii velk\u00FDch pr\u016Fhyb\u016F."@cs . "Brno" . "Brno" . "Sborn\u00EDk anotac\u00ED / Proceedings of Annotations" . "2012-01-26+01:00"^^ . . "\u010Cl\u00E1nek se zab\u00FDv\u00E1 skute\u010Dn\u00FDm p\u016Fsoben\u00EDm prvk\u016F a d\u00EDlc\u016F z konstruk\u010Dn\u00EDho skla. Panely z konstruk\u010Dn\u00EDho skla, kter\u00E9 mohou p\u016Fsobit jako deskov\u00E9 konstrukce i jako nosn\u00EDkov\u00E9 konstrukce, jsou velmi tenk\u00E9. Pro jejich v\u00FDpo\u010Det tedy nelze pou\u017E\u00EDt klasick\u00E9 nosn\u00EDkov\u00E9 a deskov\u00E9 teorie (kter\u00E9 byly vyvinuty pro \u017Eelezobetonov\u00E9 desky a tuh\u00E9 nosn\u00EDky) - tzv. teorie mal\u00FDch pr\u016Fhyb\u016F, kde pr\u016Fhyb je \u0159\u00E1dov\u011B men\u0161\u00ED ne\u017E tlou\u0161\u0165ka desky/v\u00FD\u0161ka nosn\u00EDku. U sklen\u011Bn\u00FDch nosn\u00EDk\u016F a desek doch\u00E1z\u00ED vlivem zat\u00ED\u017Een\u00ED k pr\u016Fhyb\u016Fm \u0159\u00E1dov\u011B stejn\u00FDm nebo v\u011Bt\u0161\u00EDm, ne\u017E je tlou\u0161\u0165ka prvku, to znamen\u00E1, \u017Ee je ale nutn\u00E9 uplatnit teorii velk\u00FDch pr\u016Fhyb\u016F." . . . . "Studie vlivu tuhosti a ulo\u017Een\u00ED na chov\u00E1n\u00ED nosn\u00EDk\u016F z konstruk\u010Dn\u00EDho skla"@cs . "978-80-214-4393-8" . . . . "Studie vlivu tuhosti a ulo\u017Een\u00ED na chov\u00E1n\u00ED nosn\u00EDk\u016F z konstruk\u010Dn\u00EDho skla"@cs . "Studie vlivu tuhosti a ulo\u017Een\u00ED na chov\u00E1n\u00ED nosn\u00EDk\u016F z konstruk\u010Dn\u00EDho skla" . . "8"^^ . "Vysok\u00E9 U\u010Den\u00ED Technick\u00E9 v Brn\u011B" . . .