The topic of the diploma thesis is the elaboration of a construction-technological project for the Underground Parking for the Pradiareň BCT in Bratislava. The work contains a technical report for a construction technology project, a study of the implementation of the main technological stages of the building, solving broader transport relations with the design of the building supply, object time and financial plan, time plan, construction site project, design of main machines, technological regulation for monolithic construction , the balance of workers and main machines, control and test plans for the operation of the monolithic structure and the health and safety plan. As another assignment, I process the item budget of selected technological processes, schematic solution of pilots, selected LEED certification points, noise study, access road technology, scheme of connection of object SO 0.2 to object BCT1 and formwork drawings.

The subject of the diploma thesis is the elaboration of the technological project of the multifunctional building DASS in Martin. It is a two-storey building that will serve for the needs of DASS company. The diploma thesis assesses the building as a whole and focuses on selected technological processes. The work consists of the technical report, study of the implementation of the main technological stages of the main building, technological regulations for monolithic reinforced concrete horizontal structures and for vegetation flat roof, design of main construction machines and mechanisms, design and assessment of lifting mechanism and control-test plans for structures from technological regulations. Furthermore, a time and financial plan is developed. Than staff balance and a schedule of selected technological processes of the main building is processed. At the same time a construction site project, a health and safety plan, a noise study and LEED 2009 CORE & SHELL are prepared for the construction of a multifunctional building. The work is further supplemented by a specialization focused on the analysis of the contribution of green roofs on energy efficiency of buildings.

The aim of this diploma thesis is a design of new office building. The construction is situated in the city of Rožnov pod Radhoštěm in the Vsetín district. The building is a detached house and it has three floors and an underground level. On the first floor, there is an entrance hall of the building, a café, educational centre rooms and a tourist information office. On the second and third floors, there is an office area. The underground car park provides fifteen parking spots for the tenants The floor plan of the building is of a rectangular shape. An unroofed atrium, cutting through the inner space, lightens the entire building interior. The building is designed as a monolithic reinforced concrete frame on a base slab. The monolithic frame is designed to be infilled with clay blocks. The house roofing is designed with a flat green roof.

The aim of this Diploma Thesis was the design of multipurpose town house located on Křížová Street, Brno with the significant housing part, but also with areas for administration offices and commercial use. The project focuses on new attempt and concept of inner part of the block, as well as on connection into the existing historical urban structure. A new multi-storey monolithic house with seven floors and glass façade was designed. Commercial area is located in the parterre of the house, second floor is used for offices and the roof (7th floor) gives attractive place for a café. The rest of the house (3rd to 6th floor) has a dwelling purpose. Diploma Thesis copes with the function of yard and underground parking place, as well.

В работе на основе анализа возможности применения облачных технологий при оценке качества строительных конструкций решены следующие задачи: проведен анализ состояния строительного рынка на сегодняшний момент, рассмотрена методика оценки качества строительных конструкций, изучены особенности облачных технологий в контексте их применения на строительном рынке, разработана методика, позволяющая контролировать качество и своевременность поставки бетона на строительную площадку. Научная новизна результатов магистерской диссертации состоит в возможности использования предложенных облачных решений при проектировании реальных строительных объектов, а также при контроле состояния строительных площадок. Практическая значимость результатов магистерской диссертации состоит в возможности использования разработанных подходов в учебном процессе студентов-будущих строителей, подготовка которых в условиях цифровизации строительной отрасли должна быть ориентирована на овладение цифровыми технологиями. / Based on the analysis of the possibility of using cloud technologies in assessing the quality of building structures, the following tasks were solved: the analysis of the state of the construction market at the moment was carried out, the methodology for assessing the quality of building structures was considered, the features of cloud technologies were studied in the context of their application in the construction market, a method was developed that allows control the quality and timeliness of delivery of concrete to the construction site. The scientific novelty of the results of the master's thesis lies in the possibility of using the proposed cloud solutions in the design of real building objects, as well as in monitoring the state of construction sites. The practical significance of the results of the master's thesis lies in the possibility of using the developed approaches in the educational process of students-future builders, whose training in the context of the digitalization of the construction industry should be focused on mastering digital technologies.

В работе представлено комплексное технико-экономическое сравнение строительных машин, применяемых при возведении монолитного железобетонного остова гражданских зданий по различным критериям, для обеспечения эффективности строительства. / The paper presents a comprehensive technical and economic comparison of construction machines used in the construction of a monolithic reinforced concrete skeleton of civil buildings according to various criteria to ensure the efficiency of construction.

The comparison of technical and economic parameters of prefabricated monolithic systems of civil buildings (on the example of Shanghai) by cost, duration and environmental friendliness of construction is carried out. / Выполнено сравнение технико-экономических параметров сборно-монолитных систем гражданских зданий (на примере г. Шанхай) по себестоимости, продолжительности и экологичности строительства.

Объект исследования – системы сборно-монолитного домостроения в Китае и России. Предмет исследования – технические исследования системы сборно-монолитных каркасных конструкций Китая и Российской системы конструкций «Рекон». Научная новизна выполненного исследования заключается в следующем: проанализировано развитие сборно-монолитных систем в Китае и некоторых других странах, а также подробно проанализирована китайская сборно-сборочная каркасная система и российская система «Рекон»; оптимизация методов соединения сборных элементов может значительно повысить эффективность строительства и устойчивость здания, а также уменьшить трудности при строительстве; на основе сравнительного анализа сборно-монолитных систем предлагается стратегия оптимизации узлов сопряжения конструкций. Дальнейшее развитие результатов ВКРМ возможно в разработке новых организационно-технологических и конструктивных решений, обеспечивающих повышение эксплуатационных качеств несущего остова сборно-монолитного гражданского здания, оптимизированные методы узловых соединений для сборных элементов, снижение затрат на строительство. / The object of the study is prefabricated monolithic housing construction systems in China and Russia. The subject of the research is technical studies of the system of prefabricated monolithic frame structures in China and the Russian system of structures “Rekon”. The scientific novelty of the research performed is as follows. - the development of prefabricated monolithic systems in China and some other countries is analyzed, and the Chinese prefabricated frame system and the Russian Recon system are analyzed in detail: optimizing methods for connecting prefabricated elements can significantly improve construction efficiency and building stability, as well as reduce construction difficulties; based on a comparative analysis of prefabricated monolithic systems, a strategy for optimizing structural interface nodes is proposed. Further development of the results of VCRM is possible in the development of new organizational, technological and design solutions that provide: improving the performance of the load-bearing frame of a prefabricated monolithic civil building; optimized methods of nodal connections for prefabricated elements; reduction in construction costs.

Les capteurs monolithiques actifs à pixels (Monolithic Active Pixel Sensors, MAPS) sont de bons candidats pour être utilisés dans des expériences en Physique des Hautes Énergies (PHE) pour la détection des particules chargées. Dans les applications en PHE, des puces MAPS sont placées dans le voisinage immédiat du point d’interaction et sont directement exposées au rayonnement intense de leur environnement. Dans cette thèse, nous avons étudié et amélioré la résistance aux radiations des MAPS. Les effets principaux de l’irradiation et le progrès de la recherche sur les MAPS sont étudiés tout d'abord. Nous avons constaté que les cœurs des SRAM IP incorporées dans la puce MAPS limitent sensiblement la tolérance aux radiations de la puce MAPS entière. Aussi, pour améliorer la radiorésistance des MAPS, trois mémoires radiorésistantes sont conçues et évaluées pour les expériences en PHE. Pour remplacer les cœurs des IP SRAM, une SRAM radiorésistante est développée sur une petite surface. Pour les procédés de plus petit taille de grille des transistors, dans lequel les effets SEU (Single Event Upset) deviennent significatifs, une SRAM radiorésistante avec une tolérance SEU accrue est réalisée à l’aide d’un algorithme de détection et de correction d'erreurs (Error Detection And Correction, EDAC) et un stockage entrelacé des bits. Afin d'obtenir une tolérance aux rayonnements et une densité de micro-circuits plus élevées, une mémoire à double accès avec une cellule à 2 transistors originale est développée et évaluée pour des puces MAPS futures. Enfin, la radiorésistance des puces MAPS avec des nouveaux procédés disponibles est étudiée, et les travaux futurs sont proposés. / Monolithic Active Pixel Sensors (MAPS) are good candidates to be used in High Energy Physics (HEP) experiments for charged particle detection. In the HEP applications, MAPS chips are placed very close to the interaction point and are directly exposed to harsh environmental radiation. This thesis focuses on the study and improvement of the MAPS radiation hardness. The main radiation effects and the research progress of MAPS are studied firstly. During the study, the SRAM IP cores built in MAPS are found limiting the radiation hardness of the whole MAPS chips. Consequently, in order to improve the radiation hardness of MAPS, three radiation hard memories are designed and evaluated for the HEP experiments. In order to replace the SRAM IP cores, a radiation hard SRAM is developed on a very limited area. For smaller feature size processes, in which the single event upset (SEU) effects get significant, a radiation hard SRAM with enhanced SEU tolerance is implemented by an error detection and correction algorithm and a bit-interleaving storage. In order to obtain higher radiation tolerance and higher circuitry density, a dual-port memory with an original 2-transistor cell is developed and evaluated for future MAPS chips. Finally, the radiation hardness of the MAPS chips using new available processes is studied, and the future works are prospected.

The diploma thesis is a project of an apartment block with a total number of 10 apartments. The building is located in the cadastral areas of Žirovnice 797154 on the numbers of parcels 653/1, 634/1, 634/2. The building is a five-storey building with four floors above the ground and one underground floor. Floors are designed as a brick system with the contact insulation. Underground floor consists of a reinforced concrete wall monolith which is based on the footings. Horizontal structures are made up of prefabricated ceramic system Miako and a reinforced concrete monolithic slab. The roof is flat and single-layer. The floors are connected by monolithic reinforced concrete staircase and an elevator which is located in the shaft.