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Footbridge across the Labe
Krč, Rostislav ; Romportl, Tomáš (referee) ; Stráský, Jiří (advisor)
The thesis focuses on design of prestressed concrete footbridge which passes pedestrian and bicycle path over the Elbe river near city of Celakovice in the Czech Republic. Three different bridge options were analyzed and for further development a cable-stayed footbridge was chosen. Its bridge deck is formed of a box girder supported by cables in its vertical axis and all cable stays are anchored into two concrete A-shaped pylons. This structure was analyzed in SCIA Engineer and assessment of serviceability limit states and ultimate limit states according to recent European standards (Eurocodes) was made. Both the global structural behavior and the local structural integrity of box cross-section were assessed as well as construction stages and cross-sections of pylons and cable stays. Assessments were performed in IDEA StatiCa combined with hand calculations. Eventually a dynamic response of structure was analyzed. Natural modes and frequencies were found and forced oscillation response was evaluated. The thesis includes technical drawings, construction process and visualization.
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Design of Deep Fundation of Elderly Care Home in Plzeň
Janočo, Martin ; Fiala, Radek (referee) ; Brdečková, Helena (advisor)
The objective of this bachelor’s thesis is design of pile foundation of a building in specific geological conditions. The design is based on engineering geology report of the area and a scheme of loads on foundations. Calculations are executed in spreadsheet software Excel and in geotechnical software GEO5 – Pile module. Finally, these calculations are compared with Plaxis 2D output.
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Statical solution of reinforced concrete structure
Stehno, Pavel ; Ivana,, Švaříčková (referee) ; Zlámal, Martin (advisor)
In this bachelor thesis I study designing and appraising monolithic ceiling slab, which is statically solved by two - way slab. In order to dimension this load - bearing structure to effect of bending moments will be applied computer simulation. The solution is checked by simple method of total moments. Very important part of this thesis is structural analysis affecting pushing through the ceiling slab. Pushing will be soluted by manual analysis, results will be compared with output values of computer analysis. Critical state sagging of the ceiling slab is solved very marginally. The main purpose of this thesis consists of creation technical report, structural analysis and design documentation of soluted structure.
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Cable-stayed pedestrian bridge
Podškubka, Patrik ; Kulhavý,, Tomáš (referee) ; Nečas, Radim (advisor)
The aim of this master’s thesis is a design of the footbridge that transfers separately pedestrian and bicycle traffic over the expressway and the local creek. Chosen footbridge, which were one of two possible designs, consists of a monolithic bridge deck suspended on the V-shaped pylon. Thesis contains a static calculation of the structure modeled in ANSYS software. Design and assessment are according to the current European standards
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Design of Landslide Remediation
Poruba, Michal ; Glisníková, Věra (referee) ; Boštík, Jiří (advisor)
Main goal of thesis entitled "Landslide remediation design" is - based on acquired knowledge and submitted documents about the problematic of landslides - to determine the causes of the landslides on II. class road between villages Koryčany and Jestřabice and to propose optimal redevelopment.
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Design of prestressed bridge structure
Otáhal, Ondřej ; Rybák, Vít (referee) ; Klusáček, Ladislav (advisor)
Diploma thesis deals with design of a road bridge over Husí potok in Hladké Životice. The supporting structure of the bridge is designed in three variants, one of which is selected variant post-tensioned slabs. To address the internal forces is used computing software Scia Engineer. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. For chosen variant is prepared drawing documentation and visualization.
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Static Analysis of Structural Elements of Glass
Hořký, Radek ; Gratza, Roman (referee) ; Kytýr, Jiří (advisor)
They analyzed the various factors affecting the design or evaluation of structural glass. Within evaluation of structural glass element is checked selected concepts of linear elastic fracture mechanics. For modeling is used programme system ANSYS based finite element method. The results are compared with the analytical solution.
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Design and construction of the task to the subject PPI
Král, Jiří ; Krejčí, Petr (referee) ; Návrat, Tomáš (advisor)
The bachelor thesis deals with creating of computational model for definition of tensity and deformations of bars system. Then the physical model is made according to the theoretical model. This physical model is used for educational purposes. Next step is measurement of stress and deformation of bars. The final part is focused on eventual variations between theoretical and real model.
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