The thesis solves the processing of a project documentation of a veterinary clinic in Nachod. The project and attachments are processed in accordance with current laws, regulations and standards. The Veterinary Clinic is located on parcels č.122 / 3 and 122/4, which are parts of the cadastral municipality Nachod. Near the land under the adjoining local roads, there are utilities routed. In the building of veterinary clinic, there will be 2 surgeries, 2 operating rooms, laboratory, pharmacy, grocery breeders and editorial office. Veterinary Clinic is a two-storey building with a rectangular ground plan with dimensions of approximately 40 x 19 meters. The building has 3 main entrances. Admission to the clinic and store are situated on the northwestern side. Entry into the pharmacy and the editorial office, which is located on the 2nd floor, are on the southeast side. The supporting wall system is made of aerated concrete, ceiling is made of reinforced concrete. On the building's flat roof with reinforced concrete supporting structure.

The dissertation named “kindergarten” is elaborated as a building documentation in agreement with the current standards and legal norms and acts. It is a two storey building, is basementless with a flat roof and applying the combined constructional system. The building is constructed on the concrete strip foundations; vertical bearing structures are constructed of reinforced concrete and wooden pillars, the roof and ceiling bearing structures consist of wooden beams. The building is designed for educational activities and related activities. Walls are constructed of reinforced concrete, using sandwich wall system with wooden elements.

This thesis solves the desing documentation for implementation of kidsgarden. The land is situated in the village Kramolna. Land is oriented to the southwest. The kidsgarden is detached as two-store building without basement. In kidsgarden there are designed three departments for children´s stay and multipurpose hall. The total projected number of children is 60. The building is founded on footings and covered with a flat roof. The building project is completed in accordance with layout, architecture and structural design and safety in use.

The diploma thesis deals with the elaboration of project documentation for the new building Boarding houseand Café "Na Fügnerce", including the required assessments according to the assignment of the diploma thesis. These are two proposed blocks of buildings, a three-storey other basement and a two-storey non-basement, both of which are interconnected by a steel connecting footbridge and a roofed part with a single-skin vegetation roof. The proposal itself is an interesting team because its land is in the spa town of Podebrady, in the very heart of this town. The task was, not only to fit into the current gap formed after the demolition of family houses, but also the architectural design of similar buildings so that they fit into the surrounding buildings. In the surroundings, the architecture of functionalist buildings is combined with the historicism of residential or multifunctional buildings, as well as buildings of industrial and Art Nouveau elements of urban furniture. The proposed capacity of the buildings is 18 beds (the proposal was considered with the stay of people with limited mobility and orientation), the cafe has 44 seats and a meeting room is designed for 22 people (this space can be presented by a mobile partition). The premises are always designed with a separate hygienic background. The construction system of the buildings is designed as a longitudinal wall with a reinforcing staircase core, the load-bearing masonry is designed primarily from sand-lime perforated blocks. The ceiling structure is designed as a reinforced concrete monolithic.

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A key consideration in seismic design of buildings is to ensure that the lateral load resisting system has an appropriate combination of strength, stiffness and energy dissipation capacity. Hybrid coupled wall systems, in which steel beams are used to couple two or more reinforced concrete shear walls in series, can be designed to have these attributes and therefore have the potential to deliver good performance under severe seismic loading. This research presents an investigation of the seismic behavior of this type of structural system. System response of 12- and 18-story high prototypes is studied using transient finite element analyses that accounts for the most important aspects of material nonlinear behavior including concrete cracking, tension stiffening, and compressive behavior for both confined and unconfined concrete as well as steel yielding. The developed finite element models are calibrated using more detailed models developed in previous research and are validated through numerous comparisons with test results of reinforced concrete walls and wall-beam subassemblages. Suites of transient inelastic analyses are conducted to investigate pertinent parameters including hazard level, earthquake record scaling, dynamic base shear magnification, interstory drift, shear distortion, coupling beam plastic rotation, and wall rotation. Different performance measures are proposed to judge and compare the behavior of the various systems. The analyses show that, in general, hybrid coupled walls are particularly well suited for use in regions of high seismic risk. The results of the dynamic analyses are used to judge the validity of and to refine a previously proposed design method based on the capacity design concept and the assumption of behavior dominated by the first vibration mode. The adequacy of design based on the pushover analysis procedure as promoted in FEMA-356 (2000) is also investigated using the dynamic analysis results. Substantial discrepancies between both methods are observed, especially in the case of the 18-story system. A critical assessment of dynamic base shear magnification is also conducted, and a new method for estimating its effects is suggested. The method is based on a modal combination procedure that accounts for presence of a plastic hinge at the wall base. Finally, the validity of limitations in FEMA-368 (2000) on building height, particularly for hybrid coupled wall systems, is discussed.

AquaVillas CasaBona väggsystem innehåller i dagsläget isoleringsmaterialet EPS, vilket har visat svagheter vid brand. Målet med denna studie var att föreslå ett alternativt isoleringsmaterial till EPS med hänsyn till brand, energianvändning och U-värde, samt energiåtgång och koldioxidutsläpp vid tillverkning. Syftet var att det föreslagna alternativa isoleringsmaterialet skall kunna användas av tillverkare i väggprodukter som ett alternativ till EPS. I denna studie undersöktes fyra olika isoleringsmaterial genom kritisk granskning av vetenskapliga artiklar och litteratur, samt genom fältstudie och beräkningar i energiberäkningsprogrammet VIP-energy. De isoleringsmaterial som undersöktes var expanderad polystyren, polyuretan, polyisocyanurat och stenull. Resultaten visade att EPS, PUR och PIR är avsevärt sämre ur brandsynpunkt än stenull. Vid tillverkning av de olika isoleringsmaterialen fick EPS bäst resultat när det gäller koldioxidutsläpp. För energiåtgång vid tillverkning fick EPS bäst resultat då isoleringsskiktet i det undersökta väggsystemet var 200 mm tjockt, men då utgångspunkten istället var att väggen skulle ha ett U-värde på 0,112 W/m2K, fick stenull bäst resultat i denna kategori. PUR och PIR fick sämst resultat gällande både energiåtgång och koldioxidutsläpp vid tillverkning. Stenull gav väggen den bästa energianvändningen men samtliga material klarade kraven i Boverkets Byggregler. Vid sammanvägning av samtliga undersökta egenskaper för de olika isoleringsmaterialen anses det mest lämpliga materialet för en vägg vara stenull. / The AquaVilla CasaBona wall system currently contains the insulation material EPS, which has shown weaknesses while exposed to fire. The aim for this study was to suggest an alternative insulation material to EPS regarding fire, energy use and U-vale as well as energy use and carbon dioxide emissions for manufacturing. The purpose was that the suggested alternative insulation material should be able to be used by manufacturers in wall products as an alternative to EPS. In this study, four different insulation materials were examined by critically reviewing scientific articles and literature, as well as field studies and calculations with the energy calculation program VIP-energy. The insulation materials investigated were expanded polystyrene, polyurethane, polyisocyanurate and rockwool. The findings showed that EPS, PUR and PIR were not nearly as good as rockwool regarding fire. When manufacturing the various insulation materials, EPS gives the best results in terms of carbon dioxide emissions. EPS gives the best results regarding energy use for manufacturing when the insulation layer in the investigated wall system was 200 mm thick, but when the wall was given a U-value of 0,112 W/m2K, rockwool got the best results in this category. PUR and PIR gave the worst results regarding both energy use and carbon dioxide emissions at manufacturing. Rockwool generated the best results regarding energy use, but all of the materials met the requirements from Boverkets Byggregler. When comparing all the investigated characteristics of the various insulation materials, the most suitable material for an external wall was considered to be rockwool.

The diploma thesis deals with a new building of retirement home. This thesis aims to elaborate a project documentation for the construction of the building. It is a self-standing object on a flat land. The retirement home has one underground floor and three above ground floors. On the underground floor there are the retirement home’s technical equipment and warehouses. On the ground floor there are public services: patisserie and café, hairdresser, dining room. The first floor and the second floor are designed for the accommodation of seniors in single and double apartments. There are also a common room and retirement home’s equipment. The bearing construction consists of ceramic masonry of thickness 300 mm and reinforced concrete columns. The masonry and the columns are based on a concrete bases and concrete beads. The retirement home is roofed with a mono-pitched roof. The object is insulated by a contact thermal insulation system.

The diploma thesis deals with project documentation of an office building with an insurance company branch in Brno - Bystrc. The building is designed as a detached building with five floors and one underground floor. The ground plan of the building is rectangular, set in a slightly sloping terrain. The underground floor is located underground garage and technical facilities. On the first floor there is a café and counters. On the second and third floors there are counter halls and on the fourth floor there are office spaces of a private company. The last fifth floor serves as a flat roof exit. The construction system is two-way wall. The building is insulated with thermal insulation and covered with a flat roof.

The projected retirement home is located in the cadaster of the town Velká Bíteš. The building is designed with respect of resident's needs of retirement age. It is a four-storey building without basement. There are designed external doctor's offices on the first floor. There are lounge with library and technical facilities on the first floor as well. Besides that, we can find accomodation spaces from second up to fourth floor. The structural system is a longitudinal wall and ceilings are made by monolithic reinforced concrete. The roof is shed. The building is detached with built chambers