In this diploma thesis, I have tried to design a high-rise building in Brno and offer new opportunities for built-up areas in a manner that respects the future of urban development. I have applied the principles of nature patterns on the very structure of the building and thus I have reached the perfection of nature, which in my view offers an elegant, simple and already proven solution.

In this diploma thesis, I have tried to design a high-rise building in Brno and offer new opportunities for built -up areas in a manner that respects the future of urban development. I have applied the principles of the nature patterns on the very structure of the building and thus I have reached the perfection of nature which in my view offers an elegant, simple and already proven solution.

Tato práce popisuje analýzu a návrh webové aplikace určené pro tvorbu informačních dashboardů. Nejdůležitějším úkolem je nejen vizualizovat data prostřednictvím grafů, ale také zvýšit použitelnost konečného produktu a umožnit programátorům rychle přidávat nové widgety. Vizualizační nástroje pro prezentaci dat jsou analyzovány jak z historického, tak i z moderního hlediska. Velká pozornost je věnována tomu, jak lidský mozek vnímá informace. Nástroje pro tvorbu grafů (zejména knihovny jazyka JavaScript) jsou analyzovány, z čehož plyne potřeba vyvinout nástroj nový. Součástí diplomové práce je open-source knihovna pro tvorbu grafů založená na knihovnách Vue.js a D3.js. Vývoj samotné aplikace je pak popsán jako iterativní proces, včetně návrhu prototypu a několika fází testování a hodnocení použitelnosti. Výsledná aplikace vyhovuje všem počátečním požadavkům a umožňuje vytvořit nový dashboard založený na vlastním gridovém systémů nebo pomocí jedné z předdefinovaných šablon.

By submitting my thesis I designed three variants of the steel construction of the motor show. The ground dimensions of the entire structure are 56 x 40 m. The building eaches a height of 21 m above the surrounding terrain. The object is the administrative part of the rectangular ground plan and the exhibition space of the perimeter ground plan. The circular part is a covered dome. Variants differ in design of the radial arc cross section in the dome cover. Part of the main structural elements. The winning variant includes a solution of selected details elaboration of detailed drawings of solved connections and creation of workshop documentation of the selected work.

This thesis deals with the basic principles of the functioning of the technology of generative design, using the method of topology optimization and finding their potential with the capabilities of the application in the field of furniture design. The main outcome is a functional prototype of a low relaxing chair, which specific construction is designed using the method of topology optimization.

The main aim of this master´s thesis is design and Cheb load-carrying steel structure of railway station in two variatons. A given object is situated in Ústí nad Orlicí.The steel structure is created by central nave, his dimensions is 30,0 x 30,0 m, and two secondary naves and his dimensions is 18,0 x 18,0 m.The central nave is two-storey height 12,4 m and secondary nave is single-storey height 5,5 m. Carrying building systém is created croos-column links, which are composed pipes. Cross-links are saved on fixed columns. The calculation was done through the use of Scia Engineer 2008 program and by myself alone.

This thesis focuses on the verification of physical and mechanical characteristics of hardened concrete, especially concrete compressive strength, static and dynamic modulus of elasticity. The job description is to perform a series of laboratory analyzes for structural concrete and evaluate the test results meet requirements that are specified in the European standards for designing buildings. The work also includes selected techniques for risk assessment (FMEA, Pareto diagram, Ishikawa diagram) and their application to selected process. Part of the work is also a static comparison of measured characteristics and consideration of the risks associated with variations in the monitored quantities.

Being concerned with the questions of housing is one of the priorities of each society. Housing develops with reference to traditions, geographical conditions and it is subject to economic level of a society. The aim of doctoral thesis is to analyze the approaches to architectonic dwelling production. This is based on investigation and analysis of the particular buildings in the chosen historical periods of society. The analysis of the dwelling architecture in individual historical periods of society development should contribute to clarification of the dwelling architecture conception, clarifying which urbanistic, functional and constructional approaches contribute to creating a well operating housing complex or dwelling-house. Thanks to the analysis and understanding the dwelling construction building-up of the last hundred years we can define the positive and negative principles of designing dwelling constructions proved with the benefit of hindsight. It is not the aim to solve the contemporary insufficiency in dwelling design simply by returning to principles which came into existence under different social, economic and technical circumstances. However, we can learn from those principles and try to employ them when answering the up-to-date problematic questions of housing. The principles should be contemporary, in accordance with present society and technical advance, local traditions and geographical givenness of the Czech Republic.

The subject of this thesis is the design and assessment of steel construction of the shopping center in Chrudim in Pardubice region. Business center was designed as a three-aisled with a common space in the middle. Each hall has a platform 48.0 meters x 63.0 meters, shared space is a ground plan the shape of an equilateral triangle with sides of 48.0 meters. The construction of halls in the transverse direction comprises three trusses. The two beams are to span 20.0 meters and a span of one to 8.0 meters. Clearance height ranges from 8.0 to 10.0 m. The main structure is made of rectangular hollow sections, tubes of circular profiles and will be awarded. The axial distance trusses is 7.0 meters.

The object of this thesis is to design and assess steel structure of multi-storey office center in Nový Jičín. The object is supposed to have an rectangular shape with dimensions 54 x 72 m and roofed atrium in the middle. The object has 6 overground floors. Roof height is 29 m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracings and variant B is braced by bracing frames. Floor structurs of both variants are made of steel secondary and primary beams, which are supported by steel columns. Facade and atrium roof cladding is made of glass panels.