This thesis is elaborated for the preparation and organization of the construction of multi-functional home for hospital in Breclav. It is a complex of three buildings of which the first two are terraced houses and a third garage. Individual objects are divided into units according to the expansion section. My job is processed for the object SO02 - section 4.5. The supporting system consists of reinforced concrete columns and ceilings filled with bricks Porotherm. The roof is designed as a horizontal single casing.

The subject of this work is the solution of a new building of nursery school in the village of Ivanovice. It is a cellarless, two-storey building for 40 childern. The floor plan is „L“ shaped with orientation of the classes to the south and west which provide enough rate (amount) of insolation which support good mood and development of the childern. The object is situated in medium sloping land mainly in the area of familly and residential houses. The main entrance to the building is situated on the south from where si access road to the object too. Comfort parking is provided by ten parking places, one is determined for disabled people. The lighting and ventilation of all rooms is provided by windows. Roofing is solved using of wooden truss in combination with single casing roof.

The work is divided into two parts. The first part deals with the description of unbound and bound base layers and their comparison. Furthermore is presented the description of the recycled concrete, its properties, production, improvement and issues. International experiences with recycled concrete technology are described as well. The practical part is focused on laboratory testing of concrete recycled material taken from the highway D1. The aim of this part is to determine whether the concrete can be recycled back into unbound or bound base layers and concrete casing.

In response to serious environmental and economic concerns, the design and production of aircrafts have been changing profoundly over the past decades with the nose-to-tail switch from metallic materials to lightweight composite materials such as carbon fibre reinforced plastic (CFRP). In this context, the present doctoral research work aimed to contribute to the development of a CFRP booster casing, a real innovation in the field initiated and conducted by Safran Aero Boosters. More specifically, this thesis addresses the matter of joining metal/CFRP hybrid structures, which are prone to possibly detrimental residual stresses.The issue is treated with an approach combining experimental characterisation and finite element (FE) simulations. The multi-layered system’s state of damage was systematically examined on hundreds of micrographs, and the outcome of this study is presented under the form of a statistical analysis. Further, the defects’ 3D morphology is investigated by incremental polishing. A number of thermal and mechanical properties are measured by diverse physical tests on part of the constituent materials, i.e. the aerospace grade RTM6 epoxy resin, the structural Redux 322 epoxy film adhesive, and AISI 316L stainless steel. They are used as input data in a FE model of the multilayer that is developed and progressively refined to obtain detailed residual stress fields after thermal loading. These results are compared to experimental data acquired by X-ray diffraction stress analysis and with the curvature-based Stoney formula. Cohesive elements are placed at specific locations within the FE model to allow simulating progressive damage. Peel tests, mode I, mode II and mixed mode I/II fracture tests are thus performed in view of measuring the joint toughness. The results of these tests are discussed and the presence of residual stress in the fracture specimens is highlighted. Key information for the calibration of the cohesive law is finally identified via inverse FE analysis of the mode I test, this being a significant step in the process of building a damage predictive FE model of the multi-layered system. / Doctorat en Sciences de l'ingénieur et technologie / info:eu-repo/semantics/nonPublished

In my master´s thesis i worked on construction and technological preparation of construction storage of agricultural fertilizers in Vilanec. This preparation includes summary expected work on construction, time and financial plan. Thesis in detail processes montage of prefabricate rod skelet and circumferential casing from PUR panels. Component of this thesis is proposal of needed mechanisation, control and probationary plan, plan of safety and protection of health upon work, proposal of building side, assessment of thermal proprties of structural construction, contract for work and EMS plan.

This diploma thesis, called „Parish church, Brno-Líšeň“, is compiled as documentation for building construction. There is one complex building situated in slope. Therefore it consists of one partly underground floor and first floor. It is divided into three sections. Central part is designed as round-shaped body of the church with tower in the southern part of the church. Shed roof has an angle of 7° for body and an angle of 13° for tower. From the western side there is an administrative area connected to the church and from eastern side there is a community area which is supposed to be used as residential premises. Roof of both these parts is constructed as flat vegetative roof. Structural design is systemic, Velox. Foundation construction combines concrete and ferro-concrete belts and footing.