Analýza ocelové konstrukce
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Vysoké učení technické v Brně. Fakulta stavební
Abstract
Tato diplomová práce se zabývá analýzou ocelové konstrukce. Konstrukce byla modelována ve dvou variantách v programu ANSYS Mechanical. Oba modely byly spočteny nejdřív lineárně, pak nelineární a také byla provedena modální analýza obou variant. Cílem práce bylo vyhodnotit a rozhodnout, která z variant je staticky a ekonomicky výhodnější. Vybraný model byl posouzen na mezní stav únosnosti a mezní stav použitelnosti.
This diploma thesis is engaged by analyses of steel structure. Structure was modelled in two variants, in software ANSYS Mechanical. Both models were at first counted by linear analyses, then they were counted by non-linear analyses. At the end models were counted by modal analyses. Aim of the study was evaluated and decide, which one of variant is structurally and economically most competently. Selected model was assessed on ultimate and serviceability limit state.
This diploma thesis is engaged by analyses of steel structure. Structure was modelled in two variants, in software ANSYS Mechanical. Both models were at first counted by linear analyses, then they were counted by non-linear analyses. At the end models were counted by modal analyses. Aim of the study was evaluated and decide, which one of variant is structurally and economically most competently. Selected model was assessed on ultimate and serviceability limit state.
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NOVÁKOVÁ, Ľ. Analýza ocelové konstrukce [online]. Brno: Vysoké učení technické v Brně. Fakulta stavební. 2016.
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cs
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Pozemní stavby
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2016-02-02
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práce byla úspěšně obhájena
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Standardní licenční smlouva - přístup k plnému textu bez omezení