Entering this thesis is to design a multifunctional urban / residential building in the complex topographical situation foot street bakery. The aim was to understand the functioning of the organism, its development potential and current problems. Solved plot is located in the heart of Old Brno at the intersection of Pekařská and Anenské. The concept of development should be based on a triangular plot, and its position in relation to the nearby center. The concept of functional layout must respect the basic operational and functional requirements, especially sunlight residential space and solving noise pollution. The aim of this proposal is viable urban area and a functional recovery, which evaluates and develops the character entered. Urban and architectural concept development triangular tip should reflect and complement the character of the site appropriately and its existing buildings.

Работа посвящена изучению многослойных наружных ограждающих конструкций наружных стен многоэтажных жилых каркасных зданий. В современном строительстве такие конструкции выполняются как правило на основе блоков из ячеистого бетона (газозолобетонные блоки). Применение подобных решений оправдано благодаря своей тепловой эффективности. Однако дискуссионным остается вопрос о рациональности использования существующих решений стеновых ограждений, так как необходимость устройства нескольких слоев из различных конструкционных материалов приводит к увеличению трудоемкости возведения. Кроме того, многослойные решения наружных стен зданий предъявляют повышенные требования к качеству выполнения работ, к качеству решений по обеспечению совместной работы нескольких разнообразных по физическим параметрам слоев, и порой такие решения снижают эксплуатационную надежность стенового ограждения, что, к сожалению, нередко приводит к авариям и обрушениям конструкций. Основным вопросом, решенным в исследовании является нахождение наименее трудозатратного варианта ограждающей конструкции, который бы имел сопоставимые с существующими стенами характеристики, а также снижал вероятность ошибки при сооружении наружных стен, которые могут приводить к авариям конструкций. / Present work is devoted to the study of multilayer external enclosing structures of external walls of multi-storey residential frame buildings. In modern construction, such structures are usually made on the basis of aerated concrete blocks. The use of such solutions is justified due to its thermal efficiency. However, the question of the rationality of using existing solutions for wall fences remains debatable, since the need to install several layers of various structural materials leads to an increase in the complexity of construction. In addition, multilayer solutions for the outer walls of buildings place increased requirements for the quality of in place works and overall construction technical quality to ensure the proper action of joints consisted of several layers with various physical parameters, and sometimes such solutions reduce the operational reliability of the wall enclosure, which, unfortunately, often leads to accidents and collapse of structures. The main issue solved in the study is to find the least labor-intensive version of the enclosing structure, which would have characteristics comparable to existing walls, and also reduce the likelihood of errors in the construction of external walls, which can lead to structural failures.

Целью исследования является создание библиотеки ТИМ-компонентов типовых блоков и разработка методических рекомендаций по её использованию. Анализ использования библиотеки ТИМ-компонентов при проектировании жилых зданий, используя возможности технологий информационного моделирования (ТИМ). / The aim of the study is to create a library of TIM components of typical blocks and develop guidelines for its use. Analysis of the use of the TIM components library in the design of residential buildings, using the possibilities of information modeling technologies (TIM).

Our urban environment is in constant flux, cities are ever-changing ecosystems that expand, contract, evolve & adapt. However, the way that we have been building our environment has seldom reflected that on the building scale. New neighbourhoods emerge, buildings are torn down and new ones replace them, but in the world that we live today where resources are becoming more scarce and global climate change is upon us, it is time to rethink how we design buildings today with the future in mind. My project’s goal is to design a wood construction system & building, with a focus on enabling mobility, adaptability, reuse, easy assemblage & disassemble, while fostering a sense of permanence so the user feels rooted at home.While concrete has allowed us to push the limits of what we can build, I believe that wood construction R & D has gotten far enough to have similar qualities but store carbon at the same time as being a renewable resource if managed & used responsibly. In my project, I used the method of prefabricating & separating each system on its own layer to allow for longevity, easy replacement & flexibility.

The subject of my master´s thesis is architectural and technological project of a residental building Fryčajova, Brno. My work contain engineering report of architectural and technological project, study of realization of the main stage, project of site equipment, design of building mechanization, time plans, technological note of floor structure, control and test plans, work safety plan, environment, budget of carcass, economic balance sheet and specialization on concrete structures.

This thesis summarizes a project of new residential building in Prostejov. The goal of the thesis was to create documentation for the project´s design and implementation. The building consists of four floors above the ground, two underground floors and a flat roof. The building is rectangular shaped with a rebound of 4th floor above the ground. The structural system of the building is monolitic reinforced concrete system, with combined system in 4th floor. The thesis includes the preparatory and study reports, architectural and construction solutions, fire-safety of building and equipment solutions.

This doctoral thesis deals with the valuation of damage to buildings affected by floods. In its individual parts, it researches floods as a risk, focuses on the damage caused by this natural phenomenon and examines the methods used to assess the damages caused by floods. With the beginnings of human settlement, the vicinity of rivers has been inhabited for the many befits that watercourses bring. However, there are many dangers associated with this, especially the ones associated with the spillage of riverbeds – with floods. This phenomenon causes considerable damage to property, the environment or human health and lives. There are many measures to eliminate the risk of flooding, or at least mitigate its effects. This work further researches the mitigating of impacts – it examines the methods of determining the amount of damage to buildings caused by floods, looks for factors and parameters influencing the amount of damage and focuses on streamlining these methods. The aim of the thesis is to find a suitable methodology/model that can automate the calculation of the amount of damage, or in other words, to find a quick and at the same time sufficiently accurate solution to this problem. The main output of the thesis is the equation of the damage curve and a model for the amount of damage calculation based on the principle of damage curves using the hybrid genetic algorithm. Another output is a practical tool that works on the basis of the said algorithm and automatically calculates the amount of damage to the building when entering very basic information about the damaged object.

This thesis deals with an architectural case study of the urban block in the Svitava industrial zone bordered by the Svitava River in the east, Ring Road in the west, Milady Horákové Street in the north and Zvonařka Street in the south. Špitálka Smart City has been designed to be in this area. The thesis is modelled on the Špitálka Smart City urban study, that was the outcome of the pre-thesis seminar in the winter term 2020/21. The urban study objective was the urban renewal of the Brno teplárny (heating plant) area and its surroundings as well as a design of a new urban boulevard. The thesis focuses on a design of a selected urban block in the Smart City Špitálka. This mixed-use development provides commercial, administrative and residential functions. The block is divided into two parts; either part consists of three sections. Two underground storeys providing parking space and space for building services are intended for the whole block. The case study further develops only the section that is labeled Coworking offering six floors for coworking spaces. On the ground floor there are spaces for a café, commerce and also the main entry to the co-working offices. A sky-office and a venue for rent are located on the seventh floor. The venue can be used for a wide range of events from smaller conferences, through corporate meetings & teambuildings to private parties. Both the sky-office and the venue have access to the rooftop terrace. The design creates a modern office building concept in the former industrial zone.

The subject of this thesis is the construction of a residential building in the town of Brno Chrlice. It is a building with a fully podsklepeným floor and three floors. Basement part is designed as a garage and cellars. Floors are designed as units. The apartment building is a total of 8 units and 1 residential unit designed as wheelchair accessible. Total capacity is 22 Cladding basement of the formwork and floor are covered from the system HELUZ. The ceilings are designed as ceiling panels. Wood pitched roofing constructions with unbalanced tendencies. The building is based on the footings.

The master’s thesis dealt with newly built residential house. The building is located in the Liberec region in the cadastral land parcel number 42/1 in the cadastral area Liberec-Rochlice. Address of the building is 227 Vratislavická Liberec-Rochlice 460 59th Built up area is 655 m2. The new building is located on sloping ground to the south. The building is located on the still undeveloped parcel near residential homes and nursing home. The building is partially basement with four floors. In the basement is the technical support for building, storage and parking facilities. The first two floors are commercial applications for administrative operations. In the third and fourth floor apartments are located. In total there are five residential units for a total of 17 persons. The supporting structure of the building is a monolithic reinforced concrete deck Beon C 25/30 B and reinforcement 500th The building is based on the footings of plain concrete C 16/20, and the bases of concrete and plate C 25/30 and the reinforcement B 500th Outer and inner walls are lined walls in the system Porotherm. The roof is designed as a flat. Walk-on part is designed as extensive or as a patio with concrete paving. Nepochúzná part has a stabilizing layer of gravel.