National Repository of Grey Literature 714 records found  1 - 10nextend  jump to record: Search took 0.02 seconds. 
Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
Steel Structure of Pool Building
Novotný, David ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This bachelor thesis focuses on the design and stress analysis of the steel structure of pool building in Brno. It also includes the assessment of the main load-bearing construction elements and of the details of selected connections. The thesis also contains the design documentation of the building.
REVITALIZATION AND SPATIAL CULTIVATION MONASTERY ROSA COELLI IN DOLNÍ KOUNICE
Proisl, Daniel ; Zíka, Vratislav (referee) ; Havliš, Karel (advisor)
The impressive ruin of the church certainly has its charm, and may be in the form of tourist attraction, but I think that nowadays it is a shame to have such a valuable relic with potentially attractive surroundings only on Sunday tours. In my own proposal I have tried to combine historic footprints of preserved vaults and slope of the roof with modern and extensively (maybe overall) prefabricated structures and roofing membrane.
Construction and Technological Solutions Structural System of the Building for Fitness, Rehabilitation and Accomodation in Štíty
Revús, Adam ; Valenta, Michal (referee) ; Mohapl, Martin (advisor)
The Bachelor´s thesis pursues the decisive issues of supporting structure of the building for fitness, rehabilitation and accommodation in Štíty. The thesis seeks to find the building – technological optimum for main construction works. The thesis includes technical report of the object, technological prescription, equipment construction, machinery , budget, timetable,inspection and test plan, work safety.
Footbridge over Morava River, Mikulčice - Kopčany
Bílek, Jaroslav ; Konečný, Vojtěch (referee) ; Křižan, Lukáš (advisor)
The topic of my master's thesis is a concept and evaluation of a new steel construction of a foot bridge for pedestrians and cycles across the river Morava. The concept has two alternatives. Option 1: The foot bridge has three spans. The span lengths are 27+81+27m, the middle span is stiffened by an arc. There is a bridge deck that consists of a cellular beam which is locked onto the arc. The bridge deck is lower, steel and orthotropic. The arrangement of rods is radial. Option 2: The middle span is stiffened by two arcs bowed to each other. The bridge deck consists of two beams with crossbeams and is locked onto the arcs. The bridge deck is again lower, steel and orthotropic. The arrangement of rods is radial. The wind bracing has a shape of a Vierendeel beam.
Three-Aisled Steel Building
Lečbych, Antonín ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
The thesis contains the design and assessment of three-aisled steel building for small metal production. Supporting span of construction hall is 9, 18 and 9 m. In the middle wing is situated bridge crane with capacity of 2 tons. The estimated location of the object is Luhačovice. The initial design concept was specified by supervisor (as the idea of the investor/architect), for which was did static and structural solution and assembly details. For selected option was made a calculation of supporting structures and selected assembly details. The hall has a rectangular floor plan of 36x36m and ridge height is 9 m. The central wing is made of steel and side extensions are made of glued laminated timber.
Autosalon in Jihlava
Mátlová, Michaela ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of my thesis was to propose two variants of the steel construction of the car showroom. The ground dimensions of the structure are 35 x 50 meters. The building reaches a height of 8.8 m above the surrounding terrain. The building consists of two parts. The exhibition part of the car showroom will be partially glazed and also includes office space. The second part is the adjacent car workshop. The variants differ in the construction of the enclosure of the exhibition part of the car showroom. The work includes two static designs of the supporting steel structure of the car showroom. The winning variant of the frame construction a solution of selected details and drawing documentation.
Airport terminal
Mika, Václav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The diploma thesis deals with design and structural assesment of the steel airport terminal in Prag-Ruzyne. The project is designed in two options. The dimensions of the rectagular floor plan are 79,3 x 98,65 m. The height of the building in highest point is 21,5 m. The airport terminal contains 9 main frames spaced by 9 m. The cladding of the roof and the side walls is designed by sendwich panels. The face wall is made by glass facade system.
Exhibition Gallery
Bednářová, Bronislava ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
This master´s thesis is deal with design of steel structure of exhibition gallery. Layout od building is three-arm star, where each arm is rectangular with dimensions 6 x 18 m and arm has two floors. All three arms are connected to the hexagonal prism (space frame), which is on the second floor walkway and covered skylight. Maximum building height is 11.28 meters from the finished grade. The main structure of building is created by twelve frame in cross direction. The roof is flat. The surface of facade is glass created by aluminium structure.

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