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Slab bridge in Frýdlant
Vozdová, Klára ; Hochman, Dominik (referee) ; Panáček, Josef (advisor)
The subject of bachelor’s thesis is to design a new one-span bridge construction across creek Řasnice in Frýdlant. Construction is proposed in three variants. For detailed design and assessment was chosen reinforced concrete slab. Calculation of load effects was performed using the computer program Scia Engineer and compared with the manual method of co-latitude records. The construction is designed according to current standards.
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Railway bridge over a local brook
Libiger, Martin ; Trenz, Jan (referee) ; Nečas, Radim (advisor)
The purpose of this work was to design a bridge local stream to convert single-track railway line. The possible variation deals with the construction of prestressed girder bridge on one field with the lower deck. The aim of this work was to design and evaluate the structure on the basis of ultimate limit states and serviceability limit states according to applicable EN standards.
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The Creative Centre Brno-Cejl
Jajtnerová, Martina ; Keith, Petr (referee) ; Vojtová, Lea (advisor) ; Kalousek, Lubor (advisor)
This bechalor's thesis deals with reconstroction and further conversion of former penitentiary in Brno, Cejl to an art and music workshop. The major aim of the project is to establish a well-functioning base for a wide range of artist. Therefore amount of ateliers, studios and theatres are being proposed. In order to obtain more appropriate space for a cafe and gallery, a new dynamic structure was erected and joined to the complex in place of an older extansion. Inner dispositions were rather preserved due to its original manner. However the indoor space was adjusted to its new function.
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Resistance of the roof structure loaded with photovoltaic panels
Holoubek, Jan ; Bažant,, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of the thesis is to verify the resistance of the roof structure loaded with photovoltaic panels. On the roof of industrial building of rectangular plan with dimensions of 26,5 x 24,5 m in Hlinsko, the investor decided to install photovoltaic panels. Preliminary diagnostic survey showed only flexural reinforcement in the field of all considered load-bearing elements. Bending strength was assessed by these structural elements: reinforced concrete slab, reinforced concrete beam, reinforced concrete grinder. Static calculation includes a minimum reinforcement of support and necessary shear reinforcement, which must be demonstrated by a detailed diagnostic survey. The structural analysis includes the assessment of reinforced concrete beam deflection after loading. All assessments were performed according to currently valid Eurocodes. The calculation showed that all supporting elements meet the bending resistance and deflection of the beam is smaller than the limit value laid down in the EC, so the roof of the hall can be loaded with photovoltaic panels.
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Reinforced Concrete Frame - Design of Selected Part of the Building
Hardubej, Martin ; Zlámal,, Martin (referee) ; Švaříčková, Ivana (advisor)
The thesis is focused on an assessment of existing structures at the four-storey apartment building. The supporting system design consists of a monolithic reinforced concrete skeleton. The subjects of assessment are girders, columns, beams and continuous slab. Another part of the project focuses on the design for reconstruction of nonconforming elements, which are the girders and beams. The work includes the development of structural analysis and reinforcement drawings of reconstructed elements.
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Proposal and Design of the Flat Plate Slab
Ducháč, Josef ; Šimůnek,, Petr (referee) ; Švaříčková, Ivana (advisor)
The Bachelor´s thesis is focused on the analysis, design and assessment of the Flat Plate Slab. The Slab is located in multifunctional complex of winter stadium. All construction is made from reinforced concrete. The thesis solves various ways to create computational models. The thesis includes working-out of static calculation, drawing shape, reinforcement drawing of the Flat Plate Slab and the elaborate comparison with computational models.
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Structure diagnostics in relation to the current condition assessment
Pospíšil, Ondřej ; Láník, Jaromír (referee) ; Schmid, Pavel (advisor)
Bachelor’s thesis is concerned with the construction diagnosis methods used for assessing existing reinforced concrete constructions. In the practical part of the thesis, the methods mentioned are apllied for a technical reconnaisance of the facility in the sports and recreational compound Kraví Hora in Brno, which is supposed to be reconstructed early. The diagnosis process results are interpreted in the summary of the thesis.
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Multifunctional Building Křenová
Hlavsová, Pavla ; Ing.Ivana Kozubíková (referee) ; Menšíková, Naděžda (advisor) ; Matějka, Libor (advisor)
Bachelors thesis deals with multifunctional building by the street Krenova a Skorepka in Brno. The proposal consider the planned New urban boulevard. The building responds to the direction of the surrounding streets with its form and it concludes the block of houses by the streets Krenova a Skorepka. The first two floors of shops occupy almost the entire plot, other floors follow the neighboring houses and they orbit the atrium with a roof garden like a horsehoe. The parking space is located in the basement. Southern part of the administration forms playful glass facade with alternating clear and milk glass, however the lower housing part which is by contrast white plastered, gives calm impression. Both parts are connected by glazed communication unit. The space in front of the building will be landscaped towards the New urban boulevard with newly uncovered Ponavka river.
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