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Steel Structure Analysis
Nováková, Ľubica ; Hušek, Martin (referee) ; Zídek, Rostislav (advisor)
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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Design and assessment of reconstruction of historical timber structure
Nováková, Ľubica ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
Bachelor’s thesis “Design and evaluation of rehabilitation of historic timber structures” is engaged in design and evaluation new replacement elements – proteases. It solved also design and evaluation connections between new and original elements. Proteases are designed, because of damage historic timber structure in complex Castle Žehušice. On the basis of project documentation is created computational model of characteristic structure section. Connections and new elements are assessed on the first limit state – Ultimate limit state. For the analysis computational model is used program SCIA Engineer 2012.
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Steel Structure Analysis
Nováková, Ľubica ; Hušek, Martin (referee) ; Zídek, Rostislav (advisor)
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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Design and assessment of reconstruction of historical timber structure
Nováková, Ľubica ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
Bachelor’s thesis “Design and evaluation of rehabilitation of historic timber structures” is engaged in design and evaluation new replacement elements – proteases. It solved also design and evaluation connections between new and original elements. Proteases are designed, because of damage historic timber structure in complex Castle Žehušice. On the basis of project documentation is created computational model of characteristic structure section. Connections and new elements are assessed on the first limit state – Ultimate limit state. For the analysis computational model is used program SCIA Engineer 2012.
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