National Repository of Grey Literature 162 records found  previous11 - 20nextend  jump to record: Search took 0.02 seconds. 
Reconstruction and strengthening of reinforced concrete ceiling construction
Klimeš, Petr ; Zich, Miloš (referee) ; Perla, Jan (advisor)
The final thesis deals with strengthening of cast-in-place concrete ceiling in existing construction for couple of escalators. New prestressed beam, columns in new positions and strengthened girder with unbonded strands are building in this adjustments. Every member, including the existing construction, is verified for ultimate and serviceability limit state. Prestressed members are alternatively designed with bonded strands and these variants are comparison in terms of utilization and calculation.
The Steel Structure of a Residential Building
Špeta, Václav ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The master's thesis deals with a project of the steel structure of a residential building. The building is thought like sevenfloor balcony-access house. The access balcony is situated in atrium in the middle of the building, which is roofed with a shell dome. The regular hexagon creates a ground plan of each floor. Every floor is turned 30 degrees compared to the next floors. The longest cross dimension is 43 m (axial). The height of the building is 30,4 m (including copula envelope). The final structure is chosen on the basis of optimization of the structural variants. The climatic load angle structure falls into the locality of the town Brno. The vertical supporting structure is made from steel-concrete accoupled circular section columns. The floor structure is designed from the steel rolled section I and H. These support assembly of a horizontal structure. Some joists and girder are designed like accoupled with a concrete floor slab. The copula above atrium is made from glue laminated timber ribs. Infill rods are from steel tube. The top ring of copula is designed from the rolled section UPE.
Design of reinforced concrete frame construction of a single-nave hall
Friedová, Lenka ; Šulák, Pavel (referee) ; Kostiha, Vojtěch (advisor)
The main part of the bachelor's thesis is the design and assessment of a prefacast girder of a single-aisle storage hall. The static solution is performed in the Dlubal RFEM 5.19 computer program. Verification of the correctness of the results is ensured by the simplified deformation method. The result of the work is a static calculation and drawing documentation, which is processed in AutoCAD software.
Restoration of masonry building
Hubený, Radim ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The final thesis is focused on restoration masonry building. Concretely assessment of resistance joist's floors, design alternative's strengthening and impact of surcharge on pronounces constructions. The choice one of alternatives strengthening, design and check of floor structure over the second floor.
Static solution of parking house
Rose, Dominik ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor's thesis is focused on the elaboration of a static solution of a parking house with four above-ground floors. Three variants are elaborated, one of which was elaborated in more detail. The proposed elements are the ceiling slab, the columns and staircase. The SCIA Engineer 20.0 program is used to calculate the internal forces. As part of the work, drawing documentation is also prepared. The structure is designed according to correctly valid standards.
Roof structure of sport stadium
Pijáčková, Jana ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this thesis was to develop a conversion and a variant of the existing steel structure roofing ice rink in Třinec. The building has a rectangular plan on pages 90 m x 60 m, minimum headroom inside the building is given with regard to the requirements of operation. The roof structure is stored in steel and concrete columns around the perimeter at a distance of 7.5 m. Variant solution for the design of new steel roof structure was chosen arc grate. The design consists of 13 main arc lattice girders in the transverse direction for a distance of 7.5 m in the longitudinal direction of the structure consisting of planar lattice strips (girders) and purlins. All this is complemented by a reinforced system. Two dimensions are retained.
The assessment of existing industry hall structure
Hamrlík, Martin ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The bachelor's thesis is focused on an assessment of existing industry hall structure of a rectangular floor plan. The supporting system design consists of a precast reinforced concrete skeleton. The aim of this work is to determine the structure of the expected loading of a new crane runway. The subjects of assesment are columns, girder of crane runway, short corbel and concrete foot. In other part of the project is designed reinforcement nonconforming elements. The work includes the development od structural analysis, drawing of hall structure and reinforcement drawings of reconstructed elements.
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.
Riding Grounds in Žďár nad Sázavou
Jaitnerová, Vendula ; Blažek, Petr (referee) ; Fišarová, Zuzana (advisor)
The diploma thesis deals with the project of the horse-riding grounds situated near the town of Žďár nad Sázavou. The complex of buildings consists of two riding halls, a groundskeeper’s flat, stables with a zone for riders and outside stable-boxes for horses. The buildings are laid out in a way to create a closed farmyard. There is a built-in unit located in the larger hall together with accommodation and restaurant with a great view to the riding hall. The horse-riding grounds are used for equitation In the first place. The two outside sandy riding arenas and the two indoor halls give an ideal opportunity for regular horse training as well as riders training. The halls would be also useful for holding the riding works all year round. It is possible to stable 19 horses in the indoor stable and 8 more in the outside stable-boxes in the farmyard. This diploma thesis deals with the project of horse-riding hall with a built-in unit, it also deals with a project for the groundskeeper’s flat and outside stable-boxes for horses. In the framework of the diploma thesis two specialties were elaborated – the project for heating in the built-in unit and the groundskeeper’s flat as well as the project for roofing the riding hall with the glue laminated timber girder. There are seminar paper and architectonic sketches included in the diploma thesis.
Precast concrete structure of production hall
Hradský, Richard ; Kostiha, Vojtěch (referee) ; Girgle, František (advisor)
The main part is design and calculation of the transversal frame of industrial building consisting of those parts (girder, column, foundation pad). Computational software SCIA ENGINEER is used for design, calculation and drawing of those forces, moments and stress of elements. The verify of the results and their accuracy is applied handdone static calculation of forces, moments and stress. The drawings of those elemenst will be producted by Computational and drawing software ArchiCAD.

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