The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing documentations, construction proces and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.

This diploma thesis is about integration process of assembly line automation on rail assembly. In the beginning is introduced Bosch Company, then follows up theoretical part about automation and assembly lines. After theoretical introduction continues description of current state of rail assembly and choice the best line for automation and its detailed description. After that, the work deals with finding of the best solution for line automation. Found solutions are evaluated using the decision matrix. After the best one of them is chosen. There is also calculation of investments, because the one of important conditions is, that payback period has to be less than two years. Next step is choice of the most suitable supplier and integrator, which can cope with all requirements. At the end of thesis is analysis of risks done and thanks to this, are potentials for improvement of workplace safety found.

The aim of the diploma thesis is to asses the current state of a selected part of the sewer network in Znojmo, design of possible remediation and theoretical design of retention tank. The work is devided into an accompanying report, technical report, hydraulics and drawing documentation. The assesment consist of the determination structural and technical condition of selected parts of the sewer network with a proposal for remediation and economic evaluation. The hydraulic part describes the hydraulic model in program SWMM, there are processed here hydraulic calculation and there are 4 different variants of the design of retention tanks.

This master thesis deals with the manufacturing process of oil distribution transformers. Firstly, the thesis devotes to the design arrangement of the magnetic circuit and its manufacturing technology. The procedure of cutting laminations for core and their building into the core. Subsequently, the thesis describes technologies used for manufacturing primary and secondary windings including procedures on winding machines. Then it deals with the production of the tank and the final assembly of the transformer into one unit. The next part of the thesis discusses the design procedure of the assigned distribution oil transformer with a numerical calculation while respecting the requirements of the standards. Finally, the costs of the material of the designed transformer are determined.

Liquefied natural gas (LNG) storage tanks are often supported by very large pile groups (≥ 100 piles). As these superstructures tend to be located along coastal areas, there is often a high risk of extreme lateral loading caused by either seismic, flooding or hurricane activity. In many cases, the foundation design can be governed by the required lateral resistance. At present, the responses of large pile groups subjected to lateral loading are not well understood. Published guidance for design is premised upon experimental testing of smaller pile groups (< 25 piles), and no additional commentary is provided to advise the design for groups of a larger scale. A typical approach for design of laterally loaded pile groups uses the beam on Winkler foundations method, where nonlinear p-y curves are reduced by a p-multiplier to account for the group effects. Alternatively, an average p-multiplier known as a group reduction factor (GRF) can be used. Chapter 1 details the study of using 3D continuum finite element (FE) models to measure the group effects in large pile groups using p-multipliers and GRF. Soil conditions, pile spacing, pile number, and pile head condition were varied to observe their effects. The study also looked at the effect of the circular configuration of pile groups used in LNG tank foundations. The design standards and prevailing methods were shown to overestimate trailing row p-multipliers for large pile groups, particularly with larger pile spacing. Based on the study data and published data, a predictive equation was proposed for estimating GRF of a laterally loaded large pile group. In addition, geotechnical engineers tend to evaluate the lateral responses of pile groups regardless of the presence of superstructures. It is not known whether this approach is suited for large infrastructure such as LNG storage tanks and their respective foundations. Chapter 2 captures the results from 3D finite element (FE) models used to observe the integrated tank and piled foundation behaviour and evaluate whether the current design approach used in practice is suitable. In addition, changes to soil-foundation stiffness, including varying soil conditions and pile spacing, were made to observe their effects. The results found that the foundation responses in the integrated model varied significantly from models which only considered the foundation. It was also found that the amount of LNG in the tank, soil conditions, and pile spacing also affected the lateral pile responses, particularly the leading and trailing piles. / Graduate

Master's thesis deal with the design and static analysis of supporting structures of main underground reinforced concrete tank located in Combined cast-in-place structure of WTP in Kořenec. The tank has dimensions of 9.5 x 9.5 m and the is divided into four sub-tanks by internal walls. Supporting structures, foundation slab, external and internal walls and ceiling slab, were verified for limit state design requirements for concrete members. Verification of serviceability limit state and crack control of width was made.

The aim of the the thesis is to study the development of arch effect depending on the change of the various parameters such as grid of columns, height of embankments, material of embankment fill and material of columns. The first phase of work summarizes theoretical knowledges of stone columns and arch effect. The next phase deals with analysis of the effect of arch using numerical modeling. In the next part of the second phase circular tank based on stone columns will be modeled, where deformations and stress on columns will be monitored in changing constitutive model and applying substitute characteristics. Obtained results will be evaluated in conclusion.

The thesis proposes heating the family log house. It contains a theoretical analysis of thermal insulation and thermal behavior of log house. The work on the proposed experiment termocentral box, who cares about the operation and management of the heating in the house with the possibility of control over the internet. The findings were practiced in the design of heating through termocentral box the heat source for wood, storage tank and preparation hot water.

The first part of this thesis deals with the surface runoff and countermeasures. This allows us to control the hydrological conditions in the basin. Methods of protection against soil surface runoff are mentioned. A separate chapter is focused on dry retention tanks. Aim of the second part of the thesis is to design specific measures in the village of Otaslavice to prevent external area water from flooding the village. This issue has been dealt with for the whole basin . The Guidelines for very small basin runoff calculation was used to evaluate the runoff there, hydro technical solution was assessed and designed using the HEC-RAS 4.1.0 and AutoCAD 2013.

This diploma thesis is focused on finite element analysis of storage tank. The designed computational model in this work is based on existing storage tank documentation. Diploma thesis is divided into parts. Introduction part consists of various storage tanks types description and basis of finite element method. Next part contains methodical process of computational model designs, its characteristics and purpose. Designed models are loaded with set of specific border conditions. These tests are evaluated and described more closely. After that, the table of results is created and von Misses stress of all models is compared. The best model matching real construction is selected after this compare. The final part of this work consists of suggested construction changes based on the analysis results.