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Methods for reconstruction of the bar system
Kouřil, Jan ; Krpalek, David (referee) ; Florian, Zdeněk (advisor)
This work is focused on ways of reconstruction bar systems. The purpose of the study is to compare and evaluate the mobility and load change in the bars in case of change the bar structure. There are also carried out the methods for calculating the bar system. All reconstructions and calculations are performed on a simple truss bridge construction. ANSYS software was used to view the reconstructed deformation and loading system at the end of work.
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Design and Assessment of Timber Structure
Končák, Jiří ; Hradil, Petr (referee) ; Zídek, Rostislav (advisor)
Subject of my masters's thesis is bearing construction from wood of pedestrian bridge via river Bečva in Karolinka. Span of the pedestrian bridge is 37 meters. Three 3D models of global model of whole construction and support models are created. The resulting draft is worked up in details. This work aim on models of joints of wooden parts, boundary conditions and global function of static model.
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Napjatostně deformační analýza mostu v Třineckých železárnách
Ščerba, Bořek ; Skalka, Petr (referee) ; Fuis, Vladimír (advisor)
The bachelor thesis analyses stress and deformation of the truss construction. The first point of the thesis is a research, which includes obtaining information about the construction, for exemple dimensions, loads, purpose, history etc. Then, calculation models are created considering a different level of simplification. Two analytical models are crutial for the thesis – one statically determinate and the other statically indeterminate. They are used for analysing two different loads applied to the construction using methods of solid mechanics – it’s own weight and its own weight in combination with a weight of a vehicle that is driving through. Afterwards, the statically inderteminate model is verified using finite element method (FEM).
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Design and assessment of timber load bearing structure
Končák, Jiří ; Brdečko,, Luděk (referee) ; Zídek, Rostislav (advisor)
Subject of my bachelor's thesis is bearing construction from wood of untraditional family house in shape of pyramid. 2D and 3D models of single parts and global model of whole construction are created. This work aim on models of joint of wooden parts, boundary conditions and global function of static model. Models are enhanced by analysis of single parts and some joints and comparasion of planar models with global model.
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Stress-strain analysis of the mast in Lelekovice
Vitouch, Matěj ; Vaverka, Jiří (referee) ; Fuis, Vladimír (advisor)
This bachelor thesis is focused on stress and deformation analysis of 3D strut frame. The main goal of this thesis is to create model of strut frame, which is based on TV transmitter in Lelekovice, and his resulting analysis at various degree of static indeterminateness and loads. There is also verification of analytic results by numeric method in Ansys Workbench.
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Roof over Railway Station
Vacatová, Eliška ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
The thesis deals with the design and assessment of the steel structure of the roof of the train station. This structure is located in Brno. The plan shape of the structure is rectangular. In the transverse direction, the structure is designed as an arch of 150 m length and the distance of transverse ties is 20 m. At the highest point, the rise of the arch is 30 m. In the longitudinal direction, the structure is 200 m long. In this paper, three variants of the structure are compared.
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Design and static analysis of the lookout tower
Řehořová, Alena ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
The topic of the bachelor's thesis is the design and static analysis of the steel structure of a lookout tower with a total height of 25.32 meters. The floor plan of each floor is a regular hexagon with a decreasing diameter to the center of height. The main viewing platform is located at a height of 24 meters, other viewing platforms are located in quarters of the height. The aim of the work is to design various structural solutions and their comparison, with respect to the effects of loading on the structure and its parts. The static model and calculation of internal forces is performed in the student version of the SCIA Engineer 20.0 program.
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Roofing of tribune
Straka, Pavel ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this thesis was to design and assess the load-bearing structure of the grandstand roof at the sports stadium. The ground plan dimensions are 35x70 m. The object will be located in Moravské Budějovice. The construction is made of grade steel S355 and steel fasteners. Assessments were created for 2 variants. Variant A with truss, Variant B with plate girder. The truss variant, which is elaborated in more detail, was evaluated as more advantageous.
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Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Napjatostně deformační analýza mostu v Třineckých železárnách
Ščerba, Bořek ; Skalka, Petr (referee) ; Fuis, Vladimír (advisor)
The bachelor thesis analyses stress and deformation of the truss construction. The first point of the thesis is a research, which includes obtaining information about the construction, for exemple dimensions, loads, purpose, history etc. Then, calculation models are created considering a different level of simplification. Two analytical models are crutial for the thesis – one statically determinate and the other statically indeterminate. They are used for analysing two different loads applied to the construction using methods of solid mechanics – it’s own weight and its own weight in combination with a weight of a vehicle that is driving through. Afterwards, the statically inderteminate model is verified using finite element method (FEM).
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