The thesis deals with drafting project documentation for the new building of the kindergarten. The building is designed in two separate classes, each with a capacity of 24 children, facilities for teachers and classroom for smaller rings. Parts of the building is designed for the needs of kindergarten kitchen. The building has two floors, brick bearing system. Warmth contact insulation system with an insulating layer of polystyrene. Roofing flat roof of the building.

The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.

The aim of master thesis was design and assessment foundations of waterproof concrete. Computational software Dlubal RFEM 5.07 used to calculate internal forces. Calculation in acordance with applicable standards.

In this thesis, we address the petition of new infectious clinic at the documentation for construction. Location the building is designed in the northern outskirts of Šumperk. The building is an irregular shape with 3 storeys with 1 basement. Developed building area is 1180,08 m2. The building is a movement divided into three parts, and to: object A- communication area for meals, object B- children's department, object C- building department for adults. The supporting structure is made of masonry materials. Ventilated facade to the building is from the outside, lined with stone lining- slate / wood lining- Siberian larch. Draft internal layout reflects the requirements of standards for hospital then submitted demands to avoid danger to persons health due to the occurrence of infectious diseases. The thesis also includes two special projects: Design of reinforced concrete slabs petition air conditioning. Projects are handled over selected parts of the Clinic of Infectious Diseases.

The aim of this diploma thesis is to design a health care center in Brno. The building is located in Ivanovice/Brno. The building is ambulatory health care center with two doctor's offices for adult patients, one doctor's office for child patients and one dentist's clinic. Also, there is a pharmacy in the building. Reinforced concrete strip foundation and reinforced concrete basement peripheral walls are designed for the building. For above ground floors, ceramic masonry blocks are designed for structural load bearing frame. Green roof solution is chosen for the roof of the building.

Als Ergänzung für die Lehrbriefe des Instituts für Massivbau der TU Dresden zu den Grundlagen des Stahlbetons (Teil 1 und 3 sowie Übungen Teil 1 bis 3) werden hier Bilder von Versuchsreihen vorgestellt, die am Lehrstuhl für Stahlbeton, Spannbeton und Massivbrücken der TH/TU Dresden, aus dem das heutige Institut für Massivbau hervorging, innerhalb verschiedener Forschungsarbeiten von 1956 bis 1965 entstanden. Neben dem Einblick in die damaligen Arbeitsweisen und Möglichkeiten sind vor allem die zahlreichen Bruchbilder geeignet, sich in das Tragverhalten des Stahlbetons hineinzudenken. Diese Überlegungen gaben den Ausschlag dafür, das vorhandene Bildmaterial noch einmal zu ordnen und mit kurzen Erläuterungen zu versehen, um es so nochmals für Lehre und Forschung nutzbar zu machen.

Ballastfria spår har på senare tid börjat byggas i allt större utsträckning. En anledning till detta är höjda krav på järnvägstransporter. Ett ballastfritt spår är ofta utformat som en långsträckt betongplatta på mark som för ned lasten från rälerna till underbyggnaden. I nuläget saknar Sverige dimensioneringsprinciper för ballastfria spår. Principerna är redan etablerade i andra länder men behöver inordnas för svenska förhållanden. År 2012 gjorde regeringen bedömningen att en ny stambana för snabbtåg bör byggas. För detta ändamål har Trafikverket utarbetat en ny teknisk systemstandard för höghastighetsbanor. De traditionella ballasterade spåren är inte optimerade för höga hastigheter. Trafikverkets nya systemstandard förutsätter därför att stora delar av den nya stambanan utförs med ballastfritt spår. Syftet med detta examensarbete är att studera dimensionering med hänsyn till det statiska beteendet hos ballastfria spår och skapa en grundläggande förståelse för spårreaktioner. Med hjälp av handberäkningar och datorstödda metoder undersöks elementärfall av belastningar samt sambandet mellan plattans erforderliga böjstyvhet och underbyggnadens styvhet. Handberäkningsmodeller som antas i detta arbete är bland annat Winklerbäddmodellen och diverse vedertagna tvärsnittsmodeller. De datorstödda metoderna som används är FEM-programmet BRIGADE/Plus och BEM-programmet BE-platte. I BRIGADE/Plus används en tvådimensionell modell där marken modelleras som ett elastiskt underlag. I BE-platte används en tredimensionell modell med en markmodell enligt Winklerbäddmodellen. Resultaten från de olika metoderna kontrolleras mot varandra för att verifiera erhållna resultat. Sambandet mellan elasticitetsmodul i plattornas underlag, plattjocklek och lastreaktioner åskådliggörs i diagram samt tvärkraftstabell i kapitel 4. Beräkningsmodellernas beteende diskuteras och jämförs i kapitel 5. / Recently slab tracks have been built more frequently, among other things due to an increasing demand on rail transport. A slab track is often designed as a continuous concrete slab on grade that carries down the load from the rails to the substructure. At present, Sweden lacks design principles for slab tracks. Principles are established in other countries but must be adapted to Swedish conditions. In 2012 the Swedish government made the assessment that a new mainline for high-speed trains should be built. For this purpose, the Swedish Transport Administration prepared a new technical standard for high-speed tracks. Traditional ballasted tracks are not optimized for high speed trains and therefore the new standard requires large parts of the new mainline to be built with slab track. The aim of this thesis is to study the design of slab tracks with respect to their static behavior and create a fundamental understanding of force reactions acting on them. For elementary load cases the relation between required slab bending stiffness and the stiffness of the substructure will be investigated using hand calculations and computer-assisted methods. Models for hand calculation adopted in this work include the Winkler-bed model and various conventional cross-sectional models. The computer-assisted methods used are FEM software BRIGADE/Plus and BEM software BE-Platte. In BRIGADE/Plus the models are two-dimensional and the soil is modeled as an elastic base. In BE-Platte the models are three-dimensional and the soil is modeled according to Winkler-bed model. The results of the various methods are cross-checked against each other to verify the results obtained. The relationship between the modulus of elasticity of the subsoil, plate thickness and load reactions is illustrated in charts and a shear force table in Chapter 4. The behavior of the calculation models is discussed and compared in Chapter 5.

Steel fibre reinforced concrete is not a novel concept, it has been around since the mid-1900s, but despite its great success in shotcrete-reinforced rock walls and industrial floors it has not made any impact on either beams or elevated slab. Apparently, the absence of standards is the main reason. However, the combination of steel fibre reinforced concrete and conventional reinforcement has in many researches shown to emphasize good bearing capacrty. In this thesis, two punching shear capacity models have been analysed and adapted on 136 test slabs perfomred by previous researchers. The first punching model altemative is proposed in DAfStB - BetonKalender 201l, and the second punching model alternative is established in Swedish Concrete Association - Report No. 4 1994. Due to missing information of the experimental measured residual tensile strength, a theoretical residual tensile strength was estimated in two different manners to be able to adapt the DAfStB punching model altemative on the refereed test slabs. The first solution is an derivation of a suggestion made by Silfiverbrand (2000) and the second solution is drawn from a proposal made by Choi etal. (2007). The result indicates that the SCA punching model alternative is easier to adapt and provides the most representative result. Also DAfStb altemative with the second solution of estimating the residual strength contributes to arbitrary result, however due to the uncertainty of the estimation of the residual tensile strength, the SCA punching model is recommended to be applied until further investigation can confirm the accuracy of the DAfStB alternative with experimentally obtained residual tensile strength.

TM-(transverse magnetic)guided waves, propagating in a lossless, nonmagnetic three-layer structure (substrate-film-cladding) are studied. Two types of the dielectric permittivities (I and II) are analyzed. All three media of the waveguide with the permittivity of type I are assumed to exhibit a local Kerr-like tensorial nonlinearity. Maxwell's equations in this case are reduced to an exact differential equation leading to a first integral, relating two electric field components so that one component can be eliminated. The other one can be found by integration. Combination of the first integral with the boundary conditions leads to an exact analytical dispersion relations (expressed in terms of integrals) establishing a link between the parameters of the problem (in particular, thickness of the film, the propagation constant of the travelling wave, the electric field components at the interface substrate-film). The film thickness and the propagation constant satisfying the dispersion relation (by given electric field component at the boundary substrate-film)are associated to the possible modes travelling through the waveguide. Numerical evaluation of the corresponding power flow derived using of Maxwell' equations and the first integral processes straightforwardly, without known wave solutions at first. The waveguide with the permittivity of type II consists of the film with the dielectric function depending on the field intensity (Kerr-type nonlinearity) as well as on the transverse coordinate (spatially varying permittivity) situated between the linear, isotropic substrate and cladding. The problem in this case is reduced to a system of two integral equations. Using the Banach fixed-point theorem it is shown that the solutions of Maxwell's equations exist in form of a uniformly convergent sequence of iterations. The conditions of the Banach fixed-point theorem are derived and used to estimate the quality of the approximation. The exact dispersion relation is derived. Results of numerical evaluation of the dispersion relation and field solutions are presented in the first approximation. Solutions of the dispersion relation, the field components and the power flow obtained using the method for the permittivity I are compared with these found using an integral equation approach (the permittivity II but without the coordinate dependence) - the consistency is remarkably good. The proposed methods seem to be applicable to permittivities more general as considered.

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