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21	Nové brněnské hlavní nádraží a jeho veřejná prostranství / Brno New Train Station and its Public Spaces Sedláček, Jakub January 2020 (has links) The topic of the Diploma thesis is a design of the New train station in Brno. The plot is located on the boundary of three city districts – Komárov, Štýřice and Trnitá. This area includes the railway structure for the new train station and also its public spaces, which are very close to the river Svratka. The railway structure is designed as bridge construction, that rises all platforms and rail tracks to 7,65 metres above the ground level. So all of the railways do not become a barrier in the city. The main concept extends a longitudinal axis of the city boulevard through the train station, which creates a high-rise building in the southern part of the plot. This axis is written not only to the layout but also to the roof design. The train station includes two underground levels, ground floor and first floor. Underground levels consist of P+R parking, deliveries only area, technical facilities and subway terminal. The ground floor is the main traffic centre. There is an entrance hall, shopping area, bus terminal and public corridors. The first floor includes platforms for train departures and arrivals. There are also public spaces in the entrance hall. The basic structural system consists of two parts. The first part is a massive reinforced concrete structure of the railway bridge deck and all underground levels. This structure is based on reinforced concrete foundation pads with drilled piles. The second part is a steel frame structure of the roof. That includes steel columns and truss girders for the structure of the lower area. The higher part of the roof is designed as a steel-truss bridge with the characteristic profile. The new train station supposes to create a new gate to the city of Brno, that connects contemporary districts with the historical city center.
22	Veřejná knihovna s kavárnou / Public library with cafeteria Vlach, Ondřej January 2016 (has links) The aim of this diploma thesis is to create a detailed design of a public library with cafeteria. The building is situated in the developing city area of Jihlava in the cadastral area of Horní Kosov. It has four storeys above ground and no basement floor. The 4th floor has a smaller net floor area than the rest floors. The building is designed also for disabled people. The expected number of employees is 18 and the number of visitors is 150 in a daily average. An entrance to the property is on the Vrchlického street. There is a parking lot in front of the building with a total capacity of 50 parking spaces including three parking spaces for disabled. The cafeteria and its facilities are situated in the ground floor of the building. Browsing area is situated in the second and third floor. The type of the structure is a frame structure with infill walls made of aerated concrete. The building has a double-skin facade. The cladding of the facade is made of fibre-cement boards. There is a curtain wall designed at some sections of the facade. The building has a warm flat roof with a parapet wall and interior roof drains.
23	Rámová konstrukce atypického půdorysu / The Frame Construction of Atypical Floor Plan Slanina, Bohumil January 2016 (has links) The thesis describes the analysis and design part of reinforced concrete frame structure. Calculation was made by program SCIA Engineer and verified by manual calculations using simplified methods. Static solution includes an assessment of floor slabs, columns and stairs. The output is then individual drawings of reinforcement. The thesis also includes a study determining the effective width for single rib.
24	Zesílení ŽB sloupu pomocí ocelové bandáže / Reinforcement concrete column strengthening via steel bandage Stloukal, Štěpán January 2017 (has links) The steel bandage is an economical and effective widely used method for strengthening RC columns. Diploma thesis reviews most common design proposals for the types of the bandage with directly loaded and not directly loaded steel angles. This work also includes a comparison of the different constitutive laws for confined concrete. In order to simulate real behaviour of strengthened structure the numerical analysis has been carried out using non-linear software ATENA. According to the European standards and adopted hypotheses the simplified analytical model has been derived to be able to calculate load-bearing capacity of a strengthened column under normal force and bending moment. The proposed model considers the contribution in confinement pressure caused by steel bandage and the contribution of directly loaded angles. In addition, the direct application on real frame structure has been performed.
25	Tribuna fotbalového stadionu / Tribune of football stadium Weber, Jozef January 2017 (has links) The aim of the diploma thesis was to design the precast reinforced concrete prefabricated structures of the football tribune. It was modernized sports center in Brno. According to the investor was determined the shape of the football tribune. It was compiled the design documentation. For the calculation of inner strengths was used the software Dlubal RFEM, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. My thesis contains textual part, inner strengths, static calculations, drawing documentation of composition of structure, drawing documentation of reinforcement and design documentation of the object.
26	Architektonická studie cyklistického stadionu /dráhy/ Favorit Brno /na volné ploše v Brně Komárově/. / Architectural study of the cycling stadium / runway / Favorit Brno / on the open space in. Krejčová, Zdenka January 2018 (has links) Architectural study of the cycling studium/ runway / Favorit Brno / on the open space in. The urban problem of the present area is the poor technical condition of the buildings, the inadequate function of the buildings. The aim of the proposal is to create a significant area of both professional and recreational sport. The main part of the work is devoted to the design of a new cycling stadium owned by TJ Favorit Brno. The hall should have sufficient capacity and facilities to hold international sporting events in cycling and athletics. At the same time it should be useful for smaller races and other events. Another requirement is that the stadium can provide enough facilities for the TJ Favorit Brno cycling club. The home base is currently a cycling stadium at the Brno Exhibition Grounds. This stadium is currently inadequate, serving only as a training course. It does not meet the conditions of the International Federation of UCI. The design of the variable space of the hall deserves a further attention at least, beacuse it will serve athletics or other sporting events. The cycling stadium is located in the northern part of the grounds. It places emphasis on the scattered surfaces in the immediate vicinity of the stadium, easy orientation and layout of entries from all sides of the object, separation of athletes from spectators. The main expression element of the exterior is a glazed facade wall, with a perforated sheet metal. Providing night lighting and putting visitors into action. The attractiveness of the whole area is enhanced by the newly designed park. A café and relaxation areas are also proposed. The total area will be separated from traffic. Two parking spaces with sufficient capacity for the whole area will be created at its edge. Transport within the premises will only be accessible for service and operation.
27	Římské lázně a saunový svět / Roman spa and sauna world Máslová, Jana January 2014 (has links) The building of Roman Baths and sauna world forms, along with a formerly-designed waterpark, a stand-alone recreational and sports compound in the vicinity of “Růžena's” quarry and the former “Hády” quarry in Brno. The mass of the object is nearly cubic, and in the cross direction it is complemented with an external atrium, with swimming pools situated next to the central glass-fronted part of the object. This bright space functions as a place of relaxation and offers a view of the city of Brno. The view and solar energy have been used in the south-western part as well, where a two-floor glass front has been designed. On the facades of the object there are narrow vertical windows which create an effect of dripping water. The primary architectonic plan has been to create an object offering relaxation, originated in the principles and traditions of Ancient Roman bathing, complemented with a sauna world and further related relaxation establishments.
28	Favorit Brno / cyklistický stadion - bikrosová dráha / - architektonická studie - design / Favorite Brno / cycling / track stadium bikrosová architectural study design Gebhardt, Tomáš January 2019 (has links) The thesis was preceded by a specialized atelierwork "architectural study of BMX track of the Favorit Brno. Further elaboration of the architectural and urban study of the sports complex in Komárov with the presumption of the dominant of the cycling hall. Evaluation of existing buildings and newly designed sports facilities. The diploma thesis deals with the development of a new concept of the area, where it will have its place for both professional and recreational sports. The aim of the proposal is to create a significant area both professional and recreational sport. The main part of the work is devoted to the design of o new cycling stadium owned but TJ Favoritisms Brno. The hall should have sufficient capacity and facilities to hold international sporting events in cycling. At the same time it should be useful for smaller races and other events. Another requirement is that the stadium can provide enough facilities for the TJ Favorit Brno cycling club. The home base is currently a cycling stadium at the Brno Exhibition Grounds. This stadium is currently inadequate, serving only as a training course. It does not meet conditions of the international Federation od UCI. The design of the variable space of the hall deserves a further attention at least, because it will serve athletics of other sporting events. The cycling stadium is located in the northern part of the grounds. It place emphasis on the scattered surfaces in the immediate vicinity of the stadium, easy orientation and layout of entries from all sides of the object, separation of athletes from spectators. The main expressive element is two masses, one of which allows the public to climb the ramp along the perimeter of the stadium to lookout points. From the ramp you can see the action inside the stadium. The attractiveness of the entire area is enhanced by the proposed traffic playground and bombrack. The total area will be separated from traffic. 3 new car parks will be built in the area.
29	Rehabilitation of Exterior RC Beam-Column Joints using Web-Bonded FRP Sheets Mahini, Seyed Saeid Unknown Date (has links) In a Reinforced Concrete (RC) building subjected to lateral loads such as earthquake and wind pressure, the beam to column joints constitute one of the critical regions, especially the exterior ones, and they must be designed and detailed to dissipate large amounts of energy without a significant loss of, strength, stiffness and ductility. This would be achieved when the beam-column joints are designed in such a way that the plastic hinges form at a distance away from the column face and the joint region remain elastic. In existing frames, an easy and practical way to implement this behaviour following the accepted design philosophy of the strong-column weak-beam concept is the use a Fibre Reinforced Plastic (FRP) retrofitting system. In the case of damaged buildings, this can be achieved through a FRP repairing system. In the experimental part of this study, seven scaled down exterior subassemblies were tested under monotonic or cyclic loads. All specimens were designed following the strong-column weak-beam principal. The three categories selected for this investigation included the FRP-repaired and FRP-retrofitted specimens under monotonic loads and FRP-retrofitted specimen under cyclic loads. All repairing/retrofitting was performed using a new technique called a web-bonded FRP system, which was developed for the first time in the current study. On the basis of test results, it was concluded that the FRP repairing/retrofitting system can restore/upgrade the integrity of the joint, keeping/upgrading its strength, stiffness and ductility, and shifting the plastic hinges from the column face toward the beam in such a way that the joint remains elastic. In the analytical part of this study, a closed-form solution was developed in order to predict the physical behaviour of the repaired/retrofitted specimens. Firstly, an analytical model was developed to calculate the ultimate moment capacity of the web-bonded FRP sections considering two failure modes, FRP rupture and tension failure, followed by an extended formulation for estimating the beam-tip displacement. Based on the analytical model and the extended formulation, failure mechanisms of the test specimens were implemented into a computer program to facilitate the calculations. All seven subassemblies were analysed using this program, and the results were found to be in good agreement with those obtained from experimental study. Design curves were also developed to be used by practicing engineers. In the numerical part of this study, all specimens were analysed by a nonlinear finite element method using ANSYS software. Numerical analysis was performed for three purposes: to calculate the first yield load of the specimens in order to manage the tests; to investigate the ability of the web-bonded FRP system to relocate the plastic hinge from the column face toward the beam; and to calibrate and confirm the results obtained from the experiments. It was concluded that numerical analysis using ANSYS could be considered as a practical tool in the design of the web-bonded FRP beam-column joints. Reinforced concrete Reinforcement Bar strong-column weak-beam principal Exterior Beam-Column Joints Core Small scale modelling Experimental Test set-up Control Plain specimen Rehabilitation Retrofitting retrofitted Repair Repaired Repairing Strengthening Controlling Relocating Plastic hinge Pre-cracking Cracking Crushing Post-cracking Crack Cracked Penetration Damaged Pre-cracked Web-Bonded Wrapping De-bonding Fibre Reinforced Plastic FRP Sheets Composite Confinement Monotonic loads Cyclic loading Loads Displacement control Load control Regime Phase Loading sequence Procedure Available ductility factor Curvature ductility factor Ultimate First yield Flexural yielding Strength Moment Stiffness Failure mechanism Modes Sudden Brittle failure Measured beam-tip displacement Deflection Numerical analysis ANSYS Solid65 Solid45 Link8 Non-linear Finite Element (FE) Convergence criteria Analytical Closed from FRP rupture tension failure Compression failure Minimum thickness Maximum thickness Compressive Tensile Steel Ratio Design charts Effective Moment of Inertia Compatibility Strain Stress

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