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Hotel
Paulová, Iva ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
The aim of this master‘s thesis is the elaboration of design documentation for the construction of a hotel. The proposed detached building is located on plots in the cadastre unit of Jihlava (659673). This is a public building intended for short-term accommodation and catering. Part of the construction is a connection to the technical and transport infrastructure, specific to the locality. The building is designed as a fourteen-story building with three underground and eleven floors above ground. The floor plan shape of the object is composed of rectangles. The dominant feature are two prominent towers with ten floors above ground. There are collective garages for cars in the underground floors. The ground floor is shared by the guests and the hotel staff. The restaurant, gym, conference hall and administration are located here. The second to eleventh floor above ground contains accommodation units for guests. Excavation work is designed by thrust excavation of the construction pit. The foundation structures are designed with a foundation slab made of hydraulic reinforced concrete with deep piled foundations. In the underground floors and on the ground floor, the construction system is cast-in-place concrete frame. In the second to eleventh floor above ground, the structural system is a two-way wall systeme. The vertical supporting structures are cast-in-place reinforced concrete. The horizontal load-bearing structures and the two-armed staircases are cast-in-place reinforced concrete. The contact thermal insulation system ensures thermal insulation of the building. The building is roofed in two levels with a warm flat roof.
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Design of the floor slab structure of a tall building
Vintrová, Tereza ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design of the ceiling structure of a high-rise building. The basis for the work was a study of the building with basic floor plan dimensions and heights. The aim of the bachelor thesis is to design a locally supported floor slab with a stiffening core in the middle, as a section of one floor, namely the ceiling above the tenth floor. According to the specified study, a slab model was created in SCIA Engineer to analyze the internal forces based on which the design of the flexural reinforcement of the slab to the ultimate limit state was carried out. The design of the shear reinforcement is based on the internal forces of the 3D model and was done using Schöck Bole with manual verification of the selected column. Non-linear calculation of the 3D model and manual verification of crack widths was used to assess the ultimate limit state. At the end of the work, the design of the circumferential rib variant and the comparison of the two types of slabs was carried out. The work includes a static calculation and drawings.
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Smart District Špitalka
Sergeeva, Anna ; Hybská, Bohumila (referee) ; Sedláček, Michal (advisor)
The proposed building is part of a complex of three buildings. The task was to create the dominants of the new territory, which would include functions corresponding to the concept of a smart neighborhood. The building has 19 floors above ground and two underground. The simple shape is complemented by the corrugated roof of the congress center and the curved atrium. The main entrance is towards the new city street, the main facade of the congress center faces the square. The dynamics of the shape of the high-rise building is supported by an irregular grid of windows, the combination of full masonry and leaky lighten the facade of the lower part.
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Brno New Train Station and its Public Spaces
Zrníková, Kamila ; Hybská, Bohumila (referee) ; Sedláček, Michal (advisor)
The subject of proposal is a new dominant of the city of Brno. It is a building which will affect panorama of the city, a building which will be important part of a new South district and a new Brno Railway Station. The building will become orientation point in long-distance views as well as in the area. The proposal works with a building which is open and alive thanks to mix-use and public access on different height levels. Greenery forms the corner of the building and creates it’s identity. The base for architectural study became urban concept designed as a pre-diploma project. Important element of the concept is axis which draws the greenery from the river Svratka into the area and connects it with the new station. The Europoint – proposed building – becomes termination of the axis. The building is situated on a unique site which requires unique concept. The motive of the house is greenery and future vision of buildings which enrich surroundings in some ways. The basic volume is triangular and uses area of the site on maximum level with corner towards boulevard. This corner becomes the central element, especially from entry and view from the boulevard. I recreated the corner using vegetation into green and living. The green corner gives a new perspective on creating exposed corners, adds value to the urban area and creates identity of the building. The green motive intertwines with the building from entrance hall up to the bar at the highest floor. The volume of the building is defined by the inside usage and then form follows function. When choosing the functions I took into account needs of the area and took advantage of high-rise building. Commercial areas in the ground floor, administration centre of Czech Railways and conference rooms were created. The administrative use is added by co-working in the middle if the building, the upper part offers flats with view over Brno and in the crown is the highest placed bar in Brno.
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Prediction of foundation settlement of high-rise building using the finite element method
Červenka, Jan ; Dobrovolský, Ján (referee) ; Chalmovský, Juraj (advisor)
The focus of this thesis is to deal with reverse engineering of high-rise building settlements. This is modeled via the finite element method performed in the Plaxis 3D program. In the first part of this thesis, a calibration of input parameters of an appropriate material model – Hardening soil – is conducted. This calibration is a result of oedometric test data which were obtained within a geotechnical survey. An influence of soils over consolidation affecting calibration and the material model choice is described. Final values of reference stiffness parameters are used in a mathematical model of the focused area. This model is created for one half of the high-rise building plan, including vestibule. The high-rise building is founded in a foundation pit. The foundations of this building consist of raft foundation and piles of jet grouting. In the model, there are also changes in pore pressure during an excavation of foundation pit included. The functional model is used for parametric analyses, namely examining cases of object´s foundations and the possible influence of foundation pit´s symmetry on the object´s settlement. All the calculated processes in the object´s settlements are then compared to data obtained from geotechnical monitoring of the structure.
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Building of Current Railway Station in Brno
Kalvoda, Vít ; Tichomirov, Vladimír (referee) ; Myslín, Jiří (advisor) ; Novotný, Miloslav (advisor)
The present Bachelor´s thesis is based on the project carried out as an architectural design studio´s project of the 4th semester of Bachelor´s degree. The assigned task concerned a reconstruction of a historical building currently used as the main railway station of Brno city. The project deals with reconstruction and possible new uses of the building in case that a current railway station should be moved about 800 meters to the south (the new position of the railway station might be decided by the Ministry of transport of the Czech Republic depending on feasibility studies in near future). The project aims to show new possibilities of use for the historical building (after the railway station being moved) as well as to find an easier access to surrounding area for pedestrians coming from the city centre and heading to the South. So the project considers the demolition of the building wing nearest to the Post Office (building). In this way, a new passage for pedestrians could be opened at the same time a new optical connection would be created. On the part of the demolished wing ground plan a new high-rise building with a panoramatic terrace and commercial use would be erected. It would also serve as a landmark. Further the tower of the historical building, destroyed in the World War II. would be newly reconstructed. The old passage along the front of the west wing would be demolished and a new one build. Eventually the remains of the west wall would be reconstructed after demolition. Even if these extentions and changes are carried out in modern design, the historical values of the building and its genius loci would be respected. In the area of the former railyard, a park would be created which is desperately needed in this part of the city. The weelchair access is planed across the park heading from the city centre towards the bridge at the level of second floor of Tesco and NG Vaňkovka. There would be also a parking lot for about 700 cars below the park.
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Elevator scheduling algorithms
Hlísta, Peter ; Cibulka, Josef (advisor) ; Lidický, Bernard (referee)
This thesis compares various systems of elevator solutions in high-rise buildings using computer simulation. These systems are compared according to the various criteria. The basic criterion is the average waiting time for the elevator. The other criteria are the costs of the transport and the longest waiting time. The algorithms for the management of the various types of elevators are tested on the larger group of people than in the most of the available literature that examine the improvements mostly on two or three persons. The results show that it is meaningful to consider all algorithms because each of them has its advantages and disadvantages.
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Dynamic analysis of structure with seismic loads
Šnajdárková, Jana ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
This thesis focuses on creation of two models of high-rise construction - beam and shell. A dynamic analysis is performed on these models. The selected program is RFEM software and the created high-rise construction is Hearst Tower skyscraper, which is interesting for its diagrid system around its perimeter. There is described process of creating both models and associated problems. Dynamic analysis is performed using standard EN 1998-1. There belongs calculations of sufficient number of modal shapes, spectral analysis and time analysis. Then the results are compared on selected point on the both models.
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"Centrum" Department Store in Brno
Horká, Lenka ; Keith, Petr (referee) ; Vojtová, Lea (advisor)
The Thesis solves reconstruction and completion of the building of „CENTRUM“ Department Store in Brno. It is an unfinished skyscraper designed by Vladimír Karfík. The Thesis gives a proposal of the reconstruction of the building, extensions and annexes, new functional use (areas for sale and for rent, restaurant and hotel) and proposal for the peripheral jacketing solution. There was an aim to generate such a design, which would refer to the original building from thirtieth of the 20th century, which would follow up with the idea of a skyscraper located in the centre of Brno and whose functional utilization would suit to the current needs.
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