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T-beam road bridge
Lipovský, Václav ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is the design a bridge structure. The bridge will transfer a road of a S7,5 category over local river. Three variants were designed, from which the most suitable one was selected and it was further designed. The selected load-bearing structure is an monolithic post-prestressed single-girder bridge with one span. The span of the structure is 28.0 m. The structure has been detailed processing and assessment of the structure for the ultimate limit state and service limit state. Detailed drawings and visualization followed.
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Pedestrian bridge across the highway D1 in Bohumín
Muroň, Vlastimil ; Puda, Vladimír (referee) ; Nečas, Radim (advisor)
The aim of final thesis is design and assessment of footbridge over highway D1 in Bohumín. The design is processed in two options. From these two options there is cable-stayed construction solved in greater detail. Because counstruction is in circular arch with small radius, it is necessary to contain real geometry to computational model. Model is created by beams and construction stages are included too. The construction is assessed for the ultimate and serviceability limit state according to valid standards. In the thesis is performed eigenvalue analysis and harmonic response of the construction. Detailed drawings are included too.
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One span tee beam bridge
Lachová, Alžběta ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The goal of this bachelor Thesis is to design a single span road bridge. The bridge will transfer a road of a S7,5 category over local river. Three possible variations were designed, from which option A will be used for further design and calculations. This bridge is a monolithic single-girder post-prestressed construction with a span of 24 m. The structure has been calculated for the ultimate limit state and the service limit state. The calculations of the load effects were done manually as well as in software Scia Engineer 19.1.
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Arch pedestrian bridge
Fadrný, Michal ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
This bachelor´s thesis target on design of arch pedestrian bridge over the Dyje river in the town of Břeclav. At the beginning of the paper, we compare two suspensions structures. Simultaneously we look for the best structural option out of the two. The first model is deck suspended on 14 oblique suspension cables. The second model is deck suspended on straight suspension cables. The third alternative model is made too. We choose deck suspended on 14 oblique suspension cables for structural analysis.
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Comparison of tank variants from reinforced concrete and prestressed concrete
Matuška, Vojtěch ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The diploma thesis deals with design and comparison of variants of cast-in-place concrete sewage tank made from reinforced concrete and pre-stressed concrete. The layout of sewage tank is rectangular. The tank is in longitudinal way divided into two chambers. The tank is not roofed and is partialy embedded in the ground. The design for ultimate limit state and for service limit state is made for both variants. There is focus on generation and development of cracks in service limit state. For calcuation of internal forces is used model made in software SCIA Engineer, based on finite element method. The reinforced concrete and pre-stressed concrete versions are compared in last part in term of volumes of materials needed. Also there are proposed possible savings.
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Overpass bridge across the highway
Černý, Pavel ; Šopík,, Leonard (referee) ; Nečas, Radim (advisor)
The topic of this thesis is detailed design of the supporting structure of a bridge. Three variants are designed. The structure is designed as a single beam bridge of 6 spans. The calculation of load efects make in software MidasCivil 2019 and Scia Engineer 18.1. The subject of the expertise of the structure is service limit state and ultimate limit state. For evaluation of cross sections is used MS Excel. Both design and relevant drawing documentation of the bridge deck and substructure. The design and assessment are according to the europien standards.
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Overpass bridge across the expressway
Beran, Jakub ; Zlatuška, Karel (referee) ; Nečas, Radim (advisor)
The topic of this thesis is detailed design of the supporting structure of a bridge. The final design is chosen out of three variants. It is a single beam structure consisting of 6 spans. The supporting structure is prestressed concrete with post-tensioning technology, the impact of phased construction is considered. the subject of the expertise of the structure is ultimate limit state, as well as service limit state, designed according to the code. The thesis also contains drawings, visualization and Engineering Report of the structure.
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Static analysis of Church in Brno
Rejnart, Michal ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
This diploma thesis deals with design of roof structure of the church in Brno Lesná. It is arched shell, which is symmetrical only by one axis. The roof is clamped by bond beam at supports of roof structure, which sits on a reinforced concrete walls, which transfers load to foundations. This structure is checked for the Ultimate Limit State and Service Limit State. Text part of design contains report, where is described structural system and technological proces. The structural design report contains assessment proces of designed structure.
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Business Centre
Dušek, Ivo ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.
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Design of the floor structure in block of flats
Rejnart, Michal ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
This bachelor thesis deals with design of floor structure of residental building. Load-bearing structure is checked for the Ultimate Limit State and Service Limit State. This structure is designed like a two way slab on linear support. The report contains detailed description of structural system with used building materials. There are terms for technological process of designed structure in this section. The structural design report contains assessment process of designed structure and scored results.
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