National Repository of Grey Literature 44 records found  previous11 - 20nextend  jump to record: Search took 0.00 seconds. 
Kraví hora - BUT Family silver
Prosseková, Jarmila ; Kyselka,, Mojmír (referee) ; Nový, Alois (advisor)
The focus of this thesis is an architectural study of the Kraví Hora area in Brno in a 1:200 scale. The area is significant in both size and location, but has been underutilized up to this point. The objective of the thesis is to discover a solution acceptable for the city of Brno as well as BUT, whose intentions with the area differ significantly. The area has been designed to have recreational spaces of greenery. Traffic has been either largely reduced, or eliminated entirely. A wide variety of sports, eductational programs and recreational activities has been made available for visitors of all ages. The objective of the planned area is to inspire and positively motivate the study of technology and interest in science via its functional design. Exhibition areas, lecture halls, rentable workspaces for graduates, a recruitment center and general storage spaces has been designed in the area. The design of the buildings is based around the incline of the plot – they have a maximum of one extra floor over the level of the surrounding terrain. The green roof and the vertical outer layer of laminated timber is designed to provide a natural character to the structures. The predominantly horizontal area is granted an element of verticality in the form of a lookout tower.
Nemčička Winery Center - Industrial buildings
Otáhal, Miloslav ; Myslín, Jiří (referee) ; Boleslavská, Yvona (advisor) ; Sobotka, Jindřich (advisor)
The subject of this bachelor’s thesis is a design of new-build winemaking center in Němčičky situated on the cadastral territory Němčičky u Hustopečí. The goal of this work is to create an architectural and urban conception, which will be an attraction for both local and distant winemakers. Due to the surrounding landscape the building is designed as inconspicuous and the purpose is to rather blend in with the landscape than to subdue it. For this reason the object SO 01 (the winemaking center) has a façade made of mirror panels Ruukki in which the surrounding vineyards should reflect. The opposite is the object SO 02 (the lookout tower) which creates landscape dominance.
Lookout tower
Jedzoková, Patricie ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the diploma thesis is design and assessment of a steel lookout tower situated in Beskydy mountains. Two different variants were designed. The first variant is of square shaped plan and the second one is of hexagonal shaped plan. Both variants are spatial truss structures. They are shaped as hourglass. The variants were compared and the first one was chosen to be further developed. The lookout tower is 36 meters high and it is divided by floors. One floor is 3,6 meters high. The widest section is 8 meters, the narrowest section is 5 meters wide. The structure is pin-supported into concrete foundation. The concrete is class C25/30. The roof covering is made of trapezoidal sheet of class S280GD. Each steel element is made of steel of class S355.
Watchtower in Brno Kohoutovice
Komárek, Ondřej ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.
Construction technological project of the lookout tower Vartovna near the Seninka village
Starnovský, Jakub ; Brandtner, Michal (referee) ; Venkrbec, Václav (advisor)
The diploma thesis deals with the complex construction of the Vartovna lookout tower near the village of Seninka. Within this work was prepared item budget, drawings of construction site equipment for the main construction stages, concreting scheme and landfill supply, time schedule of the whole construction, construction financing plan, number of workers, necessary machines and mechanisms with their deployment over time, technological regulation for monolithic foundations. hydraulic concrete structures, technological regulation for the assembly of the steel structure of the lookout tower, control and test plans for monolithic and prefabricated structures, the formwork scheme of all foundation structures, and safety and health protection at work.
Watchtower
Bednár, Michal ; Balázs, Ivan (referee) ; Barnat, Jan (advisor)
ABSTRACT The task was to design and assess the supporting structure of the lookout tower. Material steel and wood. The lookout tower is 27.22 m high and decreases in height from the base of the srka. Construction system with continuous columns and horizontal reinforcement.
The Viewing Tower in South Moravia
Turková, Martina ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
This master’s thesis deals with the design and static assessment of a lookout tower in The Brno Zoological Garden situated on the hill called Mniší hora. The construction of the lookout tower is meant to be of a circular ground plan and its overall height is 31 m. The construction was designed in two variants. For both methods was used a combination of steel and solid or glued laminated timber. For detailed elaboration was selected only one variant. The lookout tower was assessed in a Scia Engineer 15.1 software.
Static and dynamic assessment of an outlook tower construction
Valíček, Jan ; Kala, Jiří (referee) ; Salajka, Vlastislav (advisor)
This thesis deals with static and dynamic analysis of an lookout tower construction. For dynamic analysis a computational model in ANSYS software is created. Static analysis is performed by Scia Engineer software. Both of this software use finite element method. It is also focused on wind load determination by Eurocode 1, structural factor calculation, modal analysis and vortex shedding. Verification of selected parts according to Eurocodes is included.
Load-bearing structure of lookout tower
Zýbalová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the master's thesis is the design and assessment of the load-bearing structure of the lookout tower on the Výzkum hill in Bílé Karpaty. The structure is made of glued laminated timber and steel. Two solution variants are proposed. Both variants are spatial truss structures of an hourglass shape. The difference is in the floor shape. The first variant is of hexagonal shape and the second one is of square shape. Both variants were created and assessed in a software Dlubal RFEM and then compared. For more detailed processing, the first variant with a hexagonal plan was chosen. Structure of lookout tower is 36 meters high. In the widest section the structure is 10 meters wide and in narrowest section 7 meters wide. The viewing platform is located at a height of 31,5 meters.
Steel lookout tower
Kábrt, Michal ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the diploma thesis was to make a structural design of steel-load-carrying structure of steel lookout tower, in the grounds of domestic brewery in Humpolec. Lookout tower will be part of newly built centre for customers of the brewery. The layout and shape of the load-carrying structure of steel lookout tower follow the brewery chimney with height of 32.7 m with circular ground plan and outside diameter of 3.5 m in the heel and 2.3 m at the top. The chimney is independent of the construction of the lookout tower. The ground plan and dimensions of the lookout tower were considered taking into account the required spacing of the structure from adjacent buildings and ensuring sufficient dimensions for the required passage between the future lookout tower and the existing building of the boiler room. RFEM was used for calculation internal forces and assessment on individual structural elements, according to the valid Eurocodes.

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