The final thesis deals with a new building of the mixed-used building in Zruč nad Sázavou. The object has five floors, it is basementless with a flat roof. A loadbearing structure is made of skeleton - reinforced concrete monolithic column and reinforced concrete monolithic slabs. Filling masonry is made of ceramic tiles. The object has ventilated facade, it is insulated by mineral wool. Most parts of the object are used for living purposes, the rest of rooms are used as an shopping area – bookstore, drugstore. Stores have their own cleaning rooms and stocks. In area used for living purporses, there is basement cells and boiler room. In sum there are twelve residential units and four of these units are maissonett apartments.

The thesis deals with design of new administrative building, which supposed to serve as headquarters of midsize company with approximately 100 employees. Concept of the building with two overground floors and basement would meet requirements of growing corporate structure, company representation and modern working environment. Rectangular shape of the building allows future dispositional reconstruction and modernization. This layout allows to simplify solution of technical equipment. On the first floor of 870 square meters is facility for employees and clients located including technical background of the building as well. The underground floor is designed as storage, technical background and civil protection shelter. On the second floor are employees and management´s space located. The structural system of the building is composed of reinforced concrete skeletal structure casted in situ. Cladding of the underground section is designed as monolithic concrete walls. Upper part cladding is designed as ceramic masonry walls. The building facade is a combination of smooth aluminium panels, aluminium windows and glass facade with transparent and opaque parts. The main carousel entry is located in the glass facade part.

Diploma thesis solves the new building in Nitra. The building is located on Kmeťová street. The building has four floors above ground and one underground and the Garage. 1st floor is clinic. Other floors are for apartments .. The structural system is a monolithic reinforced concrete and brick. The building is covered with a flat roof. Foundation structure consists of reinforced concrete block.

Doppelt gekrümmte Schalen und Gitterschalen sind Tragsysteme, die, obwohl in Ihrer Wirkungsweise grundsätzlich verschieden, besonders für den Einsatz von Textilbeton geeignet sind. Aufgrund ihrer doppelten Krümmung weisen derartige Tragsysteme zahlreiche Besonderheiten hinsichtlich Formfindung, Lastabtrag und Herstellung auf. Anhand eines Ausführungsbeispiels von monolithischen Schirmschalen und Konstruktionsstudien zu Gitterschalen werden die Strukturkonzepte und ihre Auswirkungen auf das Tragverhalten, das Bewehrungskonzept und die Auswirkungen auf die Herstellung sowie die Bauteilfügung erläutert. / Structural systems based on double curved monolithic shells or gridshells are both characterised by their good load bearing behaviour depending on the chosen geometry. Although both systems are different regarding their functionality they are suitable applications for TRC while taking advantage of the main constructive and design characteristics of the material. In describing an execution example of an umbrella-shaped shell-structure and design studies on gridshells the relation between structural concept and load bearing behaviour and the relation between the reinforcement concept and production as well as joining are discussed.

The way the structure of systems and programs are designed is very important. When working with smaller groups of systems, the chosen architecture does not affect the performance and efficiency greatly, but as these systems increase in size and complexity, the choice of architecture becomes a very important one. Problems that can arise when the complexity of software scales up are waiting for data accesses, long sequential executions and potential loss of data. There is no single, optimal software architecture, as there are countless different ways to design programs, but it is interesting to look at which architectures perform the best in terms of execution time when handling multiple bigger systems and large amounts of data. In this thesis, a case called "The Income Deduction" will be implemented in a monolithic and an event-driven architectural style and then be put through three different scenarios. The monolithic architecture was chosen due to its simplicity and popularity when constructing simpler programs and systems, while the event-driven architecture was chosen due to its theoretical benefits of removing sequential communicating between systems and thus reduce the time systems spend waiting for each other to respond. The main research question to answer is what the main benefits and drawbacks are when building larger systems with an event-driven architectural style. Additional research questions include how the architecture affects the organisation’s efficiency and cooperation between different teams, as well as how the security of data is handled. The two implementations where put through three different scenarios within the case, measuring execution time, number of HTTP requests sent, database accesses and events emitted. The results show that the event-driven architecture performed 9.4% slower in the first scenario and 0.5% slower in the second scenario. In the third scenario the event-driven architecture performed 49.0% faster than the monolithic implementation, finishing the scenario in less than half the amount of time. The monolithic implementation generally performed well in the simpler scenarios 1 and 2, where the systems had fewer integrations to each other. In these cases it is the preferred solution since it is easier to design and implement. The event-driven solution did perform much better in the more complex scenario 3, where a lot of systems and integrations were involved, since it could remove certain connections between systems. Lastly, this thesis also discusses the sustainability and ethics of the study, as well as the limitations of the research and potential future work. / Strukturen som system och program designas efter är väldigt viktigt. När en arbetar med mindre grupper av system så kommer den valda arkitekturen inte att påverka prestandan mycket. Men när dessa system växter i storlek och komplexitet så kommer valet av arkitektur vara väldigt viktigt. Problem som kan uppstå när mjukvarukomplexiteten ökar är väntandet på dataaccesser, långa sekventiella exekveringar och potentiell förlust av data. Det finns ingen optimal mjukvaruarkitektur, det finns oräkneligt många sätt att designa program. Det är intressant att kolla på vilka arkitekturer som preseterar bäst sätt till exekveringstid när en hanterar ett flertal större system och stora mängder data. I den här avhandlingen kommer ett fall, kallat "Ingångsavdraget", att implementeras i en monolitisk och en event-driven arkitekturell stil och sedan köras igenom tre olika scenarion. Den monolitiska arkitekturen var vald på grund av dess enkelhet och populäritet vid utveckling av enklar program och system. Den event-drivna arkitekturen valdes på grund av vissa teoretiska fördelar, så som att kunna undvika sekventiell kommunikation mellan systemen och därmed reducera tiden som systemen väntar på svar från varandra. Den huvudsakliga forskningsfrågan som ska besvaras är vad de största fördelarna och nackdelarna är när man bygger större system med en event-driven arkitekturell stil. Andra forskningsfrågor inkludera hur arkitekturen påverkar effektiviteten hos en organisation och samarbetet mellan olika team, samt hur datasäkerheten hanteras. De två implementationerna sattes igång tre olika scenarion inom fallet, där exekveringstid, antal HTTP-anrop skickade, databasaccesser och event skickad mättes. Resultaten visar att den event-drivna arkitekturen presterade 9.4% långsamare i det första scenariot och 0.5% långsamare i det andra scenariot. I det tredje scenariot presterade den event-drivna lösningen 49.0% snabbare än den monolitiska lösningen och avslutade därmed scenariot under hälften av tiden. Den monolitiska implementationen presterade generellt väl under de simplare scenarion 1 och 2, där systemen hade färre integrationer till varandra. I dessa fallen så är den den föredragna lösningen eftersom det är lättare att designa och implementera. Den event-drivna lösningen presterade mycket bättre i det mer komplexa scenario 3, där många system och integrationer var inblandade, eftersom den kunde ta bort vissa kopplingar mellan system. Slutligen så diskuteras även hållbarhet och etik i studien, samt begränsningarna av forskningen och potentiellt framtida arbete.

<p>U prvom poglavlju je ukazano na potrebu ugradnje implantata u cilju ponovnog<br />uspostavljanja normalnog funkcionisanja lokomotornog sistema čoveka. Na osnovu<br />analize broja i strukture ugrađenih endoproteza zgloba kuka za 2014. i 2015. godinu na<br />IOHB &bdquo;Banjica&ldquo;, Beograd, i Kliničkom centru Vojvodine Novi Sad, Klinika za ortopediju<br />i traumatologiju, zaključuje se da ovi pokazatelji ukazuju na sličnost i uporedivost, sa<br />podacima iz SAD, u odnosu na broj stanovnika.<br />Drugo poglavlje, u uvodnom delu, sadrži sistematizaciju endoproteza zgloba kuka u skladu sa standardom ISO 7216. Nakon toga, dat je prikaz dosadašnjih rezultata primene tumorskih modularnih endoproteza. Pažnja je poklonjena opisu i varijantnosti konstrukcionih elemenata modularnih endoproteza zgloba kuka, kao i analizi izvedenih konstrukcionih rešenja. Prikaz dosadašnjih istraživanja je upotpunjen analizom patentnih rešenja modularnih endoproteza zgloba kuka. Na kraju, polazeći od prethodno sumiranih saznanja, i iskustva u razvoju protetičkih pomagala je definisan cilj istraživanja, osnovne hipoteze, materijal i metode.<br />Treće poglavnje sadrži kratak prikaz koštanih tumora i istorijat tumorske<br />endoproteze. Ukazuje se na komplikacije nakon ugradnje kao i na kriterijume za ugradnju<br />tumorske endoproteze. Primarni i sekundarni tumori, neuspela aloartroplastika,<br />prelomi preko ili ispod trohantera, patološki prelom, često prouzrukuju totalno<br />razaranje gornjeg dela butne kosti, i ovi uslovi predstavljaju indikaciju za zamenu<br />gornjeg dela butne kosti tumorskom endoprotezom. Cilj ugradnje tumorske endoproteze<br />zgloba kuka je da se spase ekstremitet, očuva estetika i obezbedi zadovoljavajuća<br />funkcionalnost i neutrališe prisustvo bola. Ne može se očekivati da endoprotetski<br />sistem ima neograničen vek. Za pojedine delove koji su izloženi intenzivnom habanju u<br />toku eksplatacije potrebno je obezbediti mogućnost jednostavne zamene uz minimalan<br />hirurški zahvat.</p><p>Sa biomehaničkog aspekta projektovanja, sistem fiksacije i konfiguracija tela<br />endoproteze mora biti takav da minimizira naponsko stanje ili obezbedi povoljniju<br />raspodelu napona.<br />Četvrto poglavlje je posvećeno definisanju strukture i dimenzija komponenti sistema<br />tumorske modularne endoproteze zgloba kuka. Ukazuje se na postupak i uticajne faktore<br />na proces projektovanja, kao i na pouzdanost projektovanog rešenja. Posebna pažnja je<br />posvećena dimenzionisanju donje komponente endoproteze sa stanovišta pojave<br />koncentracije napona, kao i elementima za vezu i stezanje komponenti u jedinstven<br />mehanički sistem. Dimenzije pojedinih komponenti su definisane na bazi statističkih<br />razultata do sada ugrađenih tumorskih monolitnih endoproteza na IOHB &bdquo;Banjica&ldquo;<br />Beograd.<br />U okviru petog poglavlja, prikazani su rezultati računarske analize statičkog<br />ponašanja tela monolitne, odnosno donje komponente tumorske modularne endoproteze<br />zgloba kuka. Prvo su prikazana preliminarna ipsitivanja pri statičkom opterećenju, i to<br />računarsko simuliranje eksperimentalnih ispitivanja i sama eksperimentalna<br />ispitivanja za obe vrste tumorskih endoproteza. Na bazi ovih rezultata izvršeno je<br />remodelovanje donje komponente i umesto radijusa prelaza između kragne i tela - mesto<br />maksimalnih napona u implantatu, definisan je optimalni bionički profil prelaza.<br />Nakon izrade donjih komponenti od različitih materijala i različitih profila prelaza<br />realizovana su završna ispitivanja komponenti tumorske modularne endoproteze pri<br />statičkom opterećenju. I kod završnog ispitivanja prvo je izvršeno računarsko<br />modelovanje a nakon toga i eksperimentalno ispitivanje. Pri eksperimentalnom<br />ispitivanju meren je napon u jedanaest mernih tačaka po profilu prelaza između kragne<br />i tela. Dobijeni rezultati su poređeni sa računarskim modeliranjem i konstatovano je<br />zadovoljavajuće poklapanje raspodele i maksimalnih napona po profilu prelaza između<br />kragne i tela endoproteze. Za slučaj delovanja dinamičkog opterećenja izvršena su<br />eksperimentalna laboratorijska ispitivanja. Pri ovom ispitivanju definisane su<br />sledeće promenljive: 1. vrsta endoproteze: monolitna i modularna, 2. materijal:<br />superlegure čelika 316LVM i titanijuma Ti6Al4V, 3. oblik prelaza: sa radijusom i<br />optimizirani prelaz. Cilj ovog ispitivanja ja da se utvrdi broj ciklusa koji će dovesti<br />do početka razlabavljenja tela endoproteze pri maksimalnim uslovima opterećenja, tj.<br />da li navedene promenljive daju statistički značajnu razliku u broju ciklusa do pojave<br />razlabavljenja, kasne mehaničke komplikacije koja prethodi lomu usled zamora<br />materijala, ili zahteva reviziju. Pri ovom ispitivanju fizički prototipovi<br />endoproteza su, izloženi jednosmerno promenljivoj sili, Fmax=2500N, amplitude 2000N i<br />frekvencije 15-20 Hz. Vršena je vizuelena kontrola pojave radiolucentne linije između<br />tela endoproteze i koštanog cementa, odnosno kosti, kao pouzdani znak početka<br />razlabavljenja, kao i Rtg snimaka od strane ortopedskih hirurga nakon svakih 500.000<br />ciklusa, za sve uzorke. Analiza rezultata nakon ispitivanja pri dinamičkom opterećenju<br />uzoraka izrađenih od superlegure čelika 316LVM i uzoraka izrađenih od superlegure<br />titanijuma Ti6Al4V ukazuje na visoku pouzdanost odnosno nizak nivo rizika da može doći<br />do razlabavljenja i do pojave loma usled zamora materijala. Profil prelaza sa velikog<br />na mali prečnik za slučaj radijusa i optimizirani bionički profil nisu pokazali<br />značajnu statističku razliku kod ispitivanja pri dinamičkom opterećenju. Na kraju je<br />pojava razlabavlja utvrđivana i inženjerskom metodom. Nakon ispitivanja dinamičkim<br />opterećenjem fizički prototipovi endoproteza su ponovo izloženi statičkom<br />opterećenju i konstatovano je da nema značajnijih promena u raspodeli i vrednostima<br />maksimalnih napona, što ukazuje da nije došlo da pojave razlabavljenja.<br />Kroz šesto poglavlje dat je kratak opis biokompatabilnih materijala, legura čelika<br />316LVM, kobalta CoCrMo, titanijuma Ti6A14V &bdquo;eli&ldquo;, poroznih i keramičkih materijala,<br />materijala od plastične mase, kompozita i bioreseptivih materijala. Nakon toga su<br />prikazani rezultati ispitivanja biokompatabilnosti materijala koji su primenjeni za<br />izradu elemenata modularnog sistema endoproteza. Rezultati ispitivanja su pokazali<br />da materijali i tehnološki proces proizvodnje zadovoljavaju sa stanovišta<br />biokompatabilnosti.<br />Sedmo poglavlje sadrži zaključke, na osnovu rezultata pojedinih poglavlja i<br />izvedenih istraživanja. Nakon toga dati su pravci budućih istraživanja.<br />Osmo poglavlje sadrži pregled korišćene literature, koju čini 68 literaturnih<br />naslova od kojih je najveći broj citiran u radu.</p> / <p>In the first chapter, the need of implant insertion was apostrophed, with the purpose to achieve<br />normal functioning of human locomotory system. On the base of analysis of the number and the<br />structure of implanted hip endoprosthesis during the years 2014. and 2015. at IOHB &ldquo;Banjica&rdquo;,<br />Belgrade, and at Clinical center of Vojvodina, Novi Sad, Clinic of orthopedy and traumatology, it<br />was concluded that the data, related to the number of citizens, show to be similar and<br />comparable with those from the USA.<br />In the second chapter, in the preface section, the systematization of hip endoprosthesis<br />according to the norm ISO 7216 was presented. After that, the results of historical application of<br />modular tumor endoprosthesis was presented. The attention was paid to the description and<br />structure element variants of modular hip endoprosthesis, and also to the analyses of existing<br />prosthesis constructions. The results of up to now conducted research were additionally enriched<br />with patented variants of modular hip endoprosthesis. At the end, based on previously summed<br />knowledge and experiences in the field of development of prosthetic aids, the goal of the<br />research was determined, so as basic hypothesis, materials and methods.<br />Third chapter comprises short description of bone tumors and historic development of tumor<br />endoprosthesis. The complications after implantation were discussed and also the criteria for the<br />implantation of tumor prosthesis. Primary and secondary tumors, failed arthroplasty, fractures<br />across or beneath trochanter and pathologic fractures are frequent causes of total destruction of<br />the upper portion of the femur and require the replacement of it with tumor prosthesis. The aim of<br />hip tumor prosthesis implantation is to save the limb, to preserve esthetic, to provide satisfactory<br />functionality and to neutralize the pain. It is not possible to expect that endoprosthetic system<br />achieves en infinitely long service life. For some of the components, which are during the service<br />exposed to intensive wear and tear, it is necessary to provide the possibility of simple<br />replacement, with the need for a minimal surgical intervention. From the aspect of biomechanical</p><p>design, the fixation system and body configuration of an endoprosthesis must be such, as to<br />minimize stress level and to provide for a convenient stress distribution.<br />The fourth chapter is dedicated to the definition of the structure and components&rsquo; dimensions<br />for a system of modular hip endoprosthesis. It was dealt with the procedure and with the<br />influencefull factors on a design process and also with the reliability of a designed solution.<br />Special care was devoted to the dimensioning of the upper portion of endoprosthesis from the<br />standpoint of stress concentration and to the elements for the connection and joining the<br />elements in a compact mechanical system. The measures of certain components were defined<br />on the base of statistic analysis of up to now implanted monolithic tumor endoprosthesis at IOHB<br />&ldquo;Banjica&rdquo;, Belgrade.<br />Within fifth chapter, the results of computer analysis of static behavior of the body of monolithic<br />component (lower section) of modular tumor hip endoprosthesis was presented. As the first, the<br />results of preliminary examinations with static load were presented, both the computer simulation<br />of experimental testing and the results of real experimental testing, for both types of tumor<br />endoprosthesis. On the base of these results, the remodeling of the lower component was<br />undertaken so that instead of the connection of a collar and the prosthesis body with the shape<br />of a constant radius (the spot with the maximum stress in the prosthesis), an optimal bionically<br />shaped connection was defined. After the production of lower prosthesis components from<br />different materials and with the different shapes, the final examinations of the components of<br />modular tumor hip endoprosthesis under static load were performed. For the final examinations,<br />in the first step also the computer modeling was performed, and consequently experimental<br />testing. When performing experimental testing, the stress level was determined at eleven<br />measuring spots, on the prosthesis section between the collar and the body. Acquired results<br />were compared to the results acquired through computer modeling and an adequate overlapping<br />of stress distribution and maximum stress in the region between the collar and the prosthesis<br />body was detected. For the case of dynamic load, the laboratory experimental examinations<br />were performed. For these examinations the following variables were determined: 1.<br />endoprosthesis type: monolithic and modular, 2. material: steel superalloy 316LVM and of<br />titanium Ti6Al4V, 3. shape of a connection between the collar and prosthesis body: with constant<br />radius and with the optimized shape. The aim of this examination was to determine the number<br />of cycles which would lead to the beginning of the loosening of the prosthesis body under the<br />conditions of maximum load or, with other words, it was to be determined if mentioned variables<br />provide for significant statistic difference in cycle numbers to the point of prosthesis loosening, to<br />the consequent mechanic complication predicting material fatigue failure or demanding surgical<br />revision. When conducting the examination, physical models of endoprosthesis were exposed to<br />the influence of unidirectionally changing force with the parameters of Fmax = 2500N, Fampl =<br />2000N, frequency 15-20 Hz. After every 500.000 load cycles, for all the samples, the appearance<br />of a radiolucent line between the prosthesis body and bone cement and the bone itself, as the<br />reliable sign of the loosening onset, was visually checked on Rtg shots by orthopedic surgeons.<br />The analysis of the results for behavior under dynamic load, for the samples from steel<br />superalloy 316LVM and from titanium Ti6Al4V shows that they posses high reliability and that<br />there is a low probability that the loosening and the fatigue failure will occur. When examined<br />under dynamic load, prosthesis section with the change from small diameter to large diameter,<br />for the case with constant radius and for the case with optimized bionic profile, have not shown<br />statistically significant difference. At the end, the loosening appearance was examined under the<br />application of engineering methods. After exposing the prosthesis to the dynamic load, physical<br />prototypes of prosthesis were anew exposed to static load and it was confirmed that there is no<br />significant change in the distribution and the level of maximum stress, what was the proof that no<br />loosening has occurred.<br />Within the sixth chapter, the short description of biocompatible materials was given, of steel<br />alloy 316LVM, cobalt CoCrMo, titanium Ti6Al4V &ldquo;eli&rdquo;, of porous and ceramic materials, plastic<br />materials, composites and bioreceptive materials. Subsequently, the results of biocompatibility<br />examination of materials which were applied for the production of the elements of modular<br />endoprosthesis system were presented. The acquired results have proved that the materials and<br />the production process are satisfactory from the standpoint of biocompatibility.<br />Seventh chapter comprises the conclusions, based on specific previous chapters and the<br />research results. After that, the suggestions for the future research were outlined.<br />Eight chapter comprises an overview of used literature, with 68 titles, most of which were cited<br />in this work.</p>

Ces travaux s'inscrivent dans le contexte de la gestion de l'énergie électrique dans les applications domestiques 230V - 50Hz. Le niveau de puissance visé se situe aux environs de la centaine de watts, et les structures de conversion utilisent des interrupteurs bidirectionnels bicommandables réalisés aujourd'hui à l'aide d'associations anti-série de composants de type MOS. Malgré les améliorations apportées par certains de ces dispositifs, leur coût de fabrication reste encore élevé et limite leur plus large diffusion sur ce marché partagé avec le triac à ce jour. Nous proposons une architecture de structure bipolaire bidirectionnelle en courant et symétrique en tension appelée BipAC. Le BipAC est une structure verticale bidirectionnelle, contrôlable à la fermeture et à l'ouverture, réalisable sur substrat N (BipAC PNP) ou P (BipAC NPN). Sa faible chute de tension à l'état passant et sa commande ON/OFF avec une seule électrode de référence la rendent intéressante pour des applications spécifiques à faible niveau de courant (<1A). L'étude de la structure BipAC s'appuie sur des simulations physiques 2D effectuées à l'aide du logiciel SentaurusTM. Afin d'améliorer le gain en courant de la structure BipAC initiale, une nouvelle version du BipAC a été proposée et validée par des simulations physiques 2D (de type process et électrique). Ensuite, des masques sont conçus sous le logiciel CadenceTM. La structure initiale est réalisée sur les deux types de substrat et pour deux épaisseurs différentes de chaque type. La fonctionnalité du BipAC est validée par des caractérisations électriques. / This thesis work deals with the design of an AC switch structure for specific ac mains applications 230V - 50 Hz. The targeted power level is about a hundred watts, and the currently used converter circuits make use of bidirectional switches that are realized using anti-series connected MOS transistors. Despite the improvements in performance provided by some of these structures, their fabrication cost is still high and limits their widespread diffusion in a market shared with the triac. We propose a current and voltage bidirectional bipolar device called a BipAC. It can be realized in an N-substrate (PNP BipAC) or a P-substrate (NPN BipAC). It can be controlled both to turn-on and turn-off with respect to a single reference electrode. It exhibits a very low on-state voltage that makes it attractive for specific mains applications with low load current (< 1A rms). The study of the BipAC structure is carried-out using 2D SentaurusTM physical simulations. In order to improve the current gain of the initial BipAC structure, a new version of the BipAC structure is proposed and its operating modes validated using 2D physical simulations (both process and electrical). Masks were then designed under CadenceTM software. The initial BipAC structure is realized on N and P substrates and for two different thicknesses. The operating modes of the monolithic bidirectional BipAC switch were validated through electrical characterizations.

The subject of this diploma thesis is a proposal of a warehouse hall and an operation hall in Sokolnice. A land of the investor is located on Kobylnická street. Designed building is devided into two buildings which are a warehouse hall and an administrative building. The warehouse hall is designed as three-ship and has one floor above the ground. This building is designed for feed storage and breeding needs. The administrative building has got two floors above the ground. There is an office space for administrative company activity, facilities for employees and a company store. The support system of both buildings is made of steel structure, which is clad with insulating sandwich panels. A ceiling construction in the administrative building is also designed of steel support elements and trapezoidal sheet metal which is covered with a concrete layer. A roof construction of both buildings is flat, single skin and drained by means of a vacuum pipe. A roof composition consists of trapezoidal sheet metal, vapor barriers, dropped thermal insulator and from coating waterproofing. Internal layout is designed from plasterboard partitions. Thermal insulation in the plinth area at the warehouse is solved by using ETICS system. Foundation structures are designed as monolithic. Diploma thesis, according to the assignment, contain the creating of project documentation for the construction.

The subject of this diploma thesis is processing of a construction technological project for the preparation of the realization of a high-rise residential building in Bratislava. The thesis is based on construction technology solution. The content of thesis is a technical report, coordination situation with broader transport relations, time and financial plan, study of realization of technological stages, solution of construction organization including drawing of construction site, design of main construction machines and mechanisms, technological regulation for upsite monolithic construction, control and testing plan, item budget, detail of relief elements of the ceiling structure, drawing of the formwork of the ceiling structural floor, specific research in the field of tower cranes.

This master's thesis describes construction and technology project of reconstruction and extension of the hotel Maximus in Brno. This work contains schedule plan, situation of facility site, technology and administration receipt of monolithic construction.