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Suspension footbridge across the Elbe River
Gregor, Petr ; Kocourek, Petr (referee) ; Stráský, Jiří (advisor)
The objective of this master´s thesis is a design of suspension footbridge across the Elbe river. The footbridge is suspended construction by three spans. The brick deck is supported on the outer edges and it is kept in a parabolic arc. The suspension cables are kept at two inclined levels. The model is implemented in the program ANSYS. The solution is non-linear. The designe is according to the europien standart.
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Bridge over highway on a ramp
Tlamka, Tomáš ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The proposal is for new construction of a road bridge over the highway.Three options of solutions were proposed but only the option of connected girder slab beam of six fields was selected. This variant was assessed by static calculation. Static calculation is processed in accordance with European standards. Another important part of this thesis is also drawings, visualization, technical report and construction procedure.
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Design of bridge on the motorway D48
Holuša, Adam ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
Diploma thesis deals with design of a new bridge on motorway D48 located on bypass of Frýdek – Místek. Total spread of the bridge is 113 meters. Thesis includes 3 studies. For next assesment was chosen concrete girder box construction with 3 spans. Bridge is bulit on falsework. Structural analysis includes influences of construction by TDA method. Load effect is solved in Scia Engineer 18.0. The assessment of the bridge was made according to EC.
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Plan curved arch footbridge
Trenz, Jan ; Romportl, Tomáš (referee) ; Stráský, Jiří (advisor)
The scope of thesis is to design a curved arch footbridge. The main structure consists of composite deck supported by steel arch. The focus is on finding optimal shape of arch and proper cross-sections of elements. Bridge is analysed according to limit states.
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Selected parts of the Construction-technology Project for construction of Administration and Flat Buildings complex Sochorova
Dvořák, Marian ; Navrátil, Karel (referee) ; Motyčka, Vít (advisor)
Masters thesis is engaged of chosen parts of technological-buildig project of administrativ and housing complex of Sochorova in Brno, Žabovřesky. Contains technological-buildig study of first phase with brief description of advancement of construction with grafical scripts of particular steps, timetable and pecuniarytable of objects AB3, AB4, diagrams with various possibilities of using operatives. Thesis continous with calculation of entire first phase and item budged of object AB3(draft construction), statement of masurement, technical report of construction-technological AB3, plan of situaction of the building, technological manual of reiforced concrete ceiling of AB3 including plan of planking parts PERI, timetable, design of construction site equipment with technical report, proposal of machineries and crane, plane of inspections for chosen items, ecology and report about safety and health protecting on construction site.
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Stress ribbon bridge across the deep valley
Tomisová, Gabriela ; Brtáň, Stanislav (referee) ; Nečas, Radim (advisor)
The topic of this thesis is a design of stress ribbon bridge across the deep valley. The construction of the footbridge contains stress ribbon bridge with external cables and final prestressing tendons. The bridge deck is in a parabolic arc and the suspension cables are in two bend down parabolic arcs. The construction is reproduced for evaluation of longitudinal direction in the Ansys 14.0 programme and for transversal direction in the Scia Engineer 15.1 programme. The model was solved in several phases, nonlinerally. The pier was reproduced in the Scia Engineer 15.1 programme for local effect of action. The construction was evaluated for dynamic action. The construction is assessed according to the actual EN standards.
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Arch bridge across the expressway
Vaněk, Štěpán ; Štefan, Petr (referee) ; Nečas, Radim (advisor)
The objective of this theses is arch bridge design over the expressway. Bridge is consist of bridge deck, which has three pillars and composite arc. The Bridge deck is on the edges fixed into the foundations and in the middle adherent on overhead cables. The bridge is carried by combination of strands and aerial cables mounted on reinforced concrete arch. Overhead cables are slant due to the transverse direction of the bridge in the longitudinal direction is in the direction of the arc. Model of the construction was made in a calculated program SCIA ENGINEER 2011. The designe is in accordance with applicable standards.
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Bridge on the II/379 road
Kubíček, Ondřej ; Šustr, Bronislav (referee) ; Panáček, Josef (advisor)
The master´s thesis deals with a new road bridge on the road II/379. There are three possible variants in preliminary design but only the option of connected girder slab beam of four fields was selected. This variant was assessed by static calculation in accordance with European standards. Other important parts of this thesis are also drawings, construction progress, visualisation and technical report.
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Construction technological project of a multipurpose sports hall Kojetin
Gregovský, Adam ; Klimszová, Alžběta (referee) ; Diaz, Yvetta (advisor)
The solution of this Diploma thesis is a construction technological project of multipurpose sports hall Kojetín. It contains a comprehensive section for the implementation of this structure. Work in this technological project is included the following elements: inspection and test plan, technological standard, technical reports, the financial plan, the timetable, principles of organization development, budget, maintenance and service life, energy label of the building envelope.
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Footbridge across the expressway
Páleník, Petr ; Kocourek, Petr (referee) ; Nečas, Radim (advisor)
The aim of this master thesis is a design of the pedestrian bridge across the highway. The bridge is formed by a slab structure of 6 spans with lenghts from 9 to 51 m. The main spans are suspended on a V shape pylon. The deck of the span across the highway is assambled of precast segments and composite deck slab. The deck is in the lenghtways kept in the parabolic arch. The model of the construction is made in software ANSYS, the solution was done non-linear. The design and assessment are according to the europien standard.
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