The work deals with the design and development of the design documentation of an apartment building situated in the cadastral area of the town of Boskovice. The documentation contains all the requirements according to the valid regulations. The designed four-floor apartment building is situated in gently sloping terrain. There are 13 flats in this apartment building. A balcony or a terrace belong to each of the flats. From the ground floor apartments there is an entrance to the garden. The flats are designed to meet the requirements of the present day. There is a car park in front of the buiding. The vertical loadbearing structures are lined with clay blocks. The building is covered with a one-layer coating flat roof with a load-bearing layer of monolithic reinforced concrete boards. The insulation of the building is provided by a contact thermal insulation system. Fire safety, energy saving and thermal protection is ensured.

Nowadays, we witness a crisis in the suburbs of Czech cities. Block of flats have expanded uncontrollably on the outskirts of cities and greedily bite off pieces of land. Hence this project represents a call for more proficient urban planning, rather than an architectural appeal. My main goal was to build as little as possible on the land in Kohoutovice. I believe that using free area around and above the existing supermarket can provide enough comfortable working space for everyone.

The subject of this thesis is the development of a project documentation of a mixed-use building situated in Kroměříž. The building has four above-ground floors and a basement. In the basement there are cellars, a workshop, a warehouse, a technical room and an underground garage. On the first floor there are shops, café with the capacity of twenty people and a pharmacy. There are also two handicap accessible apartments. The second to fourth floors are made out of residential units of which there are eight. The roof structure is designed as a warm flat green roof or terrace. The external and internal vertical structures are made out of Heluz ceramic pieces. Horizontal structures are made out of reinforced concrete.

This thesis work has been conducted in collaboration with SPiNAB. The main assignment has been to create a new solution for adjustable windshields made of glass and keep low production costs. Throughout the project, the generic product development process has been followed with two main sources. A structure and a plan have been executed. A prestudy containing a benchmark with two competitors ''ClickitUp'' and ''Cit i Lä'' has been made. Needs have been collected and weighted. A detailed list of specifications has been made with missing data acquired from reverse engineering strategies. With the functional decomposition the functions ''Stabilize'' ''Adjust'' and ''Fit patio'' was used when generating ideas. The ideas were generated through brainstorming and research about similar solutions. After the elimination four concepts were left. The chosen concept ‘’The crutch’’ was constructed in detail with a mechanism that symmetrically disengages a cotter until released and fitted to the hole. Finally, weight calculations were made and a finite element analysis on the adjustable beam and the ground mount. The weight for the adjustable part is about 12 kg and the weight for the product as a whole is about 49 kg. The stress is 33.96 MPa and the displacement is 3.240 mm for the adjustable beam with a force of 510 N, representing 25 m/s of wind speed. The stress is 14.13 MPa and the displacement is 0.0297 mm for the ground mount for an impact force of 1 kN. The concept ''The crutch'' is the way to go forward. The concept needs some design changes before a physical prototype can be made. The weight of the adjustable part is deemed low enough to be lifted manually with the current mechanism. To keep the design cheap the beams and ground mount should have the possibility to be mirrored for the next section. / Detta examensarbete har utförts i samarbete med SPiNAB. Huvuduppdraget har varit att skapa en ny lösning för justerbara vindskydd av glas och hålla låga produktionskostnader. Under hela projektet har den generiska produktutvecklingsprocessen följts med två huvudkällor. En struktur och en plan har utförts. En förstudie som innehåller en benchmark med två konkurrenter ''ClickitUp'' och ''Cit i Lä'' har gjorts. Behoven har samlats in och viktats. En detaljerad kravspecifikation har skapats där saknad data har tagits fram med strategier för reverse engineering. Med funktionsnedbrytningen har funktionerna ''Stabilisera'' ''Justera'' och ''Passa uteplats'' använts för att generera idéer. Idéerna genererades genom brainstorming och studier av liknande lösningar. Efter eliminering återstod fyra koncept. Det valda konceptet ''Kryckan'' konstruerades i detalj med en mekanism som symmetriskt frigör en sprint tills den släpps och passar in i hålet. Slutligen gjordes viktberäkningar och en finita elementanalys av den justerbara balken och markfästet. Vikten för den justerbara delen är cirka 12 kg och vikten för produkten som helhet är cirka 49 kg. Spänningen är 33,96 MPa och förskjutningen 3,240 mm för den justerbara balken med en kraft på 510 N, vilket motsvarar en vindhastighet på 25 m/s. Spänningen är 14,13 MPa och förskjutningen 0,0297 mm för markfästet vid en slagkraft på 1 kN. Konceptet ''Kryckan'' är vägen framåt. Konceptet behöver några konstruktionsändringar innan en fysisk prototyp kan tillverkas. Vikten på den justerbara delen bedöms vara tillräckligt låg för att kunna lyftas manuellt med den nuvarande mekanismen. För att hålla konstruktionen billig bör balkarna och markfästet ha möjlighet att speglas för nästa sektion.

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タンデトロン加速器質量分析計業績報告

Ces travaux de thèse concernent la morpho-dynamique d'une plage de poche sableuse, située en environnement macrotidal. L'étude est menée sur la plage de Porsmilin, une plage de type intermédiaire avec une terrasse de basse mer. Cette étude s’appuie sur des observations in situ acquises lors de campagnes de mesures, organisées au cours de cette thèse. Le principal objectif est de caractériser le rôle de la pente, dans l'équilibre dynamique existant entre les processus hydrodynamiques et la morphologie de la plage. La dynamique des niveaux d’eau, de la propagation des ondes infragravitaires et de la turbulence sont examinés et mis en regard des variations morphologiques de la plage, en particulier de la pente locale de la plage. Les niveaux d’eau sont globalement sous-estimés par les formulations empiriques proposées dans la littérature. Des formules adaptées au site de Porsmilin sont présentées. L’impact de la brisure de pente observée le long du profil de plage sur la dynamique de la plage, est étudié. La variabilité de la position de la brisure de pente est impliquée dans les processus d’accommodation à court terme de la plage. Cela se traduit par un retrait vers le haut de plage de la brisure de pente, permettant une dissipation plus efficace de l’énergie incidente par la terrasse de basse mer. En revanche, ce retrait peut conduire, à une concentration d’énergie importante en haut de plage, lors de conditions particulièrement énergétiques, associées à un marnage important. La position de la brisure de pente pourrait être un bon indicateur de l'état de vulnérabilité de la plage face à des évènements énergétiques, ce qui constitue une information primordiale dans le contexte actuel d’érosion généralisée des littoraux sableux. / This PhD work is focused on the morphodynamic of a pocket beach, located in a macrotidal environment. The beach type is intermediate, with a low tide terrace. The study is based on in situ observations, collected during field campaigns organized during the PhD. The objective is to characterize the beach slope impact on hydrodynamics processes and beach morphology. The water levels dynamic, infragravity waves propagation and turbulence generation in the swash zone, are examined and linked to the beach slope variability.The empirical formulations proposed in the literature show large under-estimations of water levels in the site. Empirical formulations adapted to the beach are proposed.The characteristic break slope presents along the cross-shore profile of low tide terrace beaches is studied. The variability of the break slope location is relevant to explain the short term accommodation of the beach. Under incident wave energy, the location of the beach slope moves shoreward, allowing higher wave dissipation by the low tide terrace. Nevertheless, the reflective part is reduced, which leads to a vulnerable state of the upper beach under strong forcing associated with high tide. The location of the beach slope is found to be a good indicator of the beach vulnerability under a given wave forcing. It provides valuable information in the globalized beach erosion context.

A basin analysis was conducted at the Conway Flat coast (Marlborough Fault Zone, South Island, New Zealand) to investigate the interaction of regional and local structure in a transpressional plate boundary and its control on basin formation. A multi-tiered approach has been employed involving: (i) detailed analysis of sedimentary deposits; (ii) geomorphic mapping of terraces, fault traces and lineaments; (iii) dating of deposits by 14C and OSL and (iv) the integration of data to form a basin-synthesis in a sequence stratigraphy framework. A complex thrust fault zone (the Hawkswood Thrust Fault Zone), originating at the hinge of the thrust-cored Hawkswood anticline, is interpreted to be a result of west-dipping thrust faults joining at depth with the Hundalee Fault and propagating eastwards. The faults uplift and dissect alluvial fans to form terraces along the Conway Flat coast that provide the necessary relief to form the fan deltas. These terrace/fan surfaces are ~9 km long and ~3 km wide, composite features, with their upper parts representing sub-aerial alluvial fans. These grade into delta plains of Quaternary Gilbert-style fan deltas. Uplift and incision have created excellent 3D views of the underlying Gilbert-style fan delta complexes from topsets to prodelta deposits. Erosive contacts between the Medina, Rafa, Ngaroma and modern Conway fan delta deposits, coupled with changes in terrace elevations allow an understanding of the development of multiple inset terraces along the Conway Flat coast. These terraces are divided into five stages of evolution based on variations in sedimentary facies and geomorphic mapping: Stage I involves the uplift of the Hawkswood Range and subsequent increased sedimentation rate such that alluvial fans prograded to the sea to form the Medina fan delta Terrace. Stage II began with a period of incision, from lowering sea level or changes in the uplift and sedimentation rate and continued with the deposition of the Dawn and Upham fan deltas. Stage III starts with the incision of the Rafa Terrace and deposition of aggradational terraces in the upper reaches. Stage IV initiated by a period of incision followed by deposition of estuarine facies at ~8ka and Stage V began with a period of incision and continues today with the infilling of the incised valley by the modern fan delta of the Conway River and its continued progradation. New dates from within the Gilbert-type fan deltas along the Conway Flat coast are presented, using OSL and 14C dating techniques. Faulting at the Conway Flat coast began ~ 94 ka, based on the development of the Medina Terrace fan delta with uplift rates ~1.38~1.42 m/ka. The interplay of tectonics and sea level fluctuations continued as the ~79 ka Rafa Terrace fan deltas were created, with uplift rates calculated at ~1.39 m/ka. Detailed 14C ages from paleoforest (~8.4-~6.4 ka) in the Ngaroma Terrace and from the mouths of smaller streams have established uplift rates during the Holocene ~1-3 m/ka, depending on sea level.

Diploma thesis „ Newly bulit apartment house“ deals with a proposal of block of flats in Veselí nad Lužnicí. The block of flats has got four storeys with no celler, and is in a rectangle shape. It is independently built house on a flat terrain. Bricked construction consists of ceramic constructuion blocks Heluz and reinforced concrete ceilings. The building is based on foundation belts and is roofed by a single-coat flat roof. There are 29 housing units designed in the building.

The subject of my diploma thesis is the design documentation for polyfunctional building and will be supplemented with a specialty from the air-conditioning branch. The building is situated in the town Velká Bíteš and it's located at 336/1 and 336/8 about the total area of 5110 m2. The building has a L-shaped ground plan consisting. Has got three above-ground floors with partial basement. The building is designed as masonry structure with sharpened clay blocks Porotherm 38 Profi with thickness 380 mm. The ceiling from structure prestressed concrete floor slab Spiroll. The roof of the building is suggested as a single-coated flat roof. The building is covered with a ventilated facade from fiber cement board and thermal insulation is mineral fibreglass insulation Isover Multimax. The building is located on the first floor of the fitness room, on the second floor are offices and on the third floor there are 4 flat.