The aim of this thesis is to design maintenance work for a small transport aircraft. This thesis is focused on an overview of the activities, which are carried out in the maintenance of small transport aircraft with a capacity about fifty passengers. The first part of this thesis is conceived as a theoretical part and summarizes the activities used during maintenance - maintenance methods, a typical part failures, diagnostics, network analysis and equations for the calculating of the cost of maintenance. At the beginning are showed the basic characteristics of selected representatives of this category and regulatory requirements on them. The design of maintenance work is in the second half of the thesis. It includes the visualization of the database that could be used for the maintenance of aircraft and which could be subsequently evaluated. This is a general description of the maintenance work, which ca be performed during the pre-flight inspection, re-inspection for repeated flights, preliminary preparation and periodic maintenance.

The content of the thesis is a proposal of steel load-bearing structure (carrying structure of a steel) bridge of the span of 31+74+31m with the bottom bridge deck taking over the second-class road in the territory of Olomouc city. The bridge deck is created by composite steel-concrete slab with crossbars. The solution was focused on using arched construction in the middle of the bridge with different tilt of arches to the horizontal central axis of the bridge. Under the term of the solution four alternatives have been calculated. The most optimal solution was selected and processed in detail. The calculations were made in compliance with the Czech technical norms ČSN EN.

In my diploma thesis I designed 2 options for an arch roofing of place for dancing next to the restaurant in Dolní Jablonná. The first solution was designed as a timber structure with internal supporting arch from glue laminated timber. The second solution was designed as a two pin-supported steel beam. These variants were predesigned and as the final solution was chosen the timber structure. I designed a rafter, a glue laminated arch, a purlin, an anchorage and field joints. The thesis is including drawings of the layout design, details and anchorage plans.

Diploma´s thesis is about timber structure of footbridge for pedestrians and cyclists over the Slatina river in the city of Zvolen as cast of alternatives. In the first alternative is footbridge designed as a simple arched beam, made of glued laminated timber. Footbridge is also designed with semi through bridge deck, made of structural timber. The second alternative is designed as a tied arch structure. At this alternative is the bridge deck left unchanged(material, sizes of members). Both alternatives are attested by currents standarts.

Title: Effect of constitutional hypermobility, obesity and the condition of the foot arch on the results of the Véle test of primary school children Objektives: The aim of my study was to establish whether the foot arch, scope of joint mobility and body weight affects the postural stability of primary school children. Another aim was to compare the incidence of functional flatfoot, constitutional hypermobility and obesity or overweight among school age children. Methods: The data were processed from selected primary schools in Prague 6. In total participed 854 children 7 - 12 years old. The used methods were common and accessible physiotherapy methods. The stability was evaluated according Véle test. Flat foot was examined aspection in standing, assessment of flexibility was performed while standing on tiptoes. Hypermoblity was determined using test according to Janda and body weight was determined by body mass index. Data were evaluated in Microsoft Office Excel. Results: We found that the evaluation of the Véle test better performance girls than boys. Rigid flat foot was more common in pupils of 2nd class, functional flat foot in pupils of 6th class. Constitutional hypermobility suffer more girls 2nd class, overweight or obese suffer more girls of 6th class. We found that functional flat foot has...

Ett nytt badhus i Västertorp, beläget i den bortglömda, av E4:an dammiga, Mellanbergsparken dit folk kan gå för att bada. Det behövs inga fler simhallar i Stockholm, men ett nytt sorts badhus dit alla olika människor av alla åldrar kan komma och bada i en starkt arkitektonisk miljö - det fattas idag. Därför har jag fokuserat på att gestalta starka rumsligheter där vattnet får stå i fokus och förstärka upplevelsen av rummet. Genom badhuset finns tre olika steg på skalan i material och badupplevelser som går från asfalt till skog, från slutet till öppet. Längst ut mot skogen finns en badsal på 24 x 84 meter där en pelarskog av tegelpelare möter vattenytan. En vattenyta sträcker sig genom hela badsalen och speglar taket bestående av kryssvalv i bärande tegel. Från entrén till badhuset ser du tvärs igenom hela huset, genom innergården och skymtar denna magnifika badsal. I badsalen finns en rundsimmningsslinga och bredvid är det endast ankeldjupt. Du kan simma ut under ett stort fönsterparti och under arkaden som skuggar utanför. Här möter du tillslut skogen och E4:ans buller är glömt långt bakom. / A new kind of bath house in Västertorp, situated in the forgotten Mellanbergsparken contaminated by noise and dust from the freeway, where people can go swimming. There is no need for more indoor swimming pools in Stockholm, but a new kind of bath house, where different people of all different ages can go to bathe, swim and relax in a strongly architectural environment is missing. Therefore my focus has been to create powerful spaces where the water is in focus and enhances the architectural experience of the room. Through the bath house there is a scale that evolves from the site: from asphalt to forest, from enclosed to open. From the bath house entrance you get a glimpse through the inner court yard, towards the 24 by 84 meter colonnade hall for swimming. Here brick columns meet the water surface that stretches through the entire hall unbroken and reflects the ceiling made up of load bearing brick lierne vaults. In the bath hall is a loop for swimming and on the sides the water is only ankle-deep. From the loop you can swim out under a colonnade that shades the pool. Finally you meet the forest on the other side and the noise and smell of the freeway is far away and forgotten.

Author: Bc. Anna Pavelková Title: Correlation of physical activity, motor skills and flat feet in children aged 7-15 years Objectives: The aim of the diploma thesis is to map the level of physical activity of selected age population of children that were indicated for physiotherapy, based on a questionnaire of physical activity PAQ-C. To monitor whether we find physical activity at levels 1 and 2 out (low physicalactivity)outof 5 levelspossible in children with flatfeet,on the basisof the PAQ- C questionnaire. Further objectify the flatfeet using a podoscope, and determine the level of the flatfeet according to Clement. Confirm / disprove the effect of the level of flatfeet on the achievement of the percentile (component and total) of the test battery MABC-2 in the evaluation of motor skills (especially balance and gross motor skills). Methods: A group of 15 children aged ± 10 years with diagnosed flatfeet (indicated for individual or group physiotherapy) formed a research sample for our study. Probands filled out an anamnestic questionnaire and a questionnaire on physical activity PAQ-C. Photographs of the plantogram of patients' were taken from the podoscope using a Huawei P9 Lite mobile camera (2017) placed on a tripod. The level of flatfeet was evaluated according to Clement based on the...

Belastungsharninkontinenz (BHI) geht mit einem großen Verlust an Lebensqualität einher. Während bei der Frau durch Einführung der suburethralen Schlingen auf der Grundlage der Integraltheorie (Petros und Ulmsten) seit Jahren eine wirksame Therapieoption der BHI existiert, gibt es für den Mann bisher kein derart gereiftes theoretisches Konzept zur Erklärung der Inkontinenzmechanismen. Ein bestehendes Problem ist hier die noch immer kontrovers diskutierte Mikroanatomie, vor allem aber die Verankerung und das funktionelles Zusammenspiel der Kontinenz erzeugenden Einzelstrukturen. Anliegen dieser Arbeit ist es, eine Analyse der anatomischen Schnittstellen zwischen Beckenwand und Organen im Spatium retropubicum (ventraler vesikourethraler Suspensionsapparat, VVUS) beim Mann durchzuführen, um eine Ableitung von Aufgaben bei der Miktion und Erzeugung von Kontinenz herzustellen. Fernziele sind dabei, klinisch brauchbare Therapieformen der männlichen BHI voranzutreiben und einen Nutzen für die anatomische Lehre abzuleiten. Methodisch basiert die Arbeit auf makroskopisch-anatomischen Präparationen der sogenannten „puboprostatischen Bänder“ (PPL), des Arcus tendineus fasciae pelvis (ATFP) und der Beckenfaszien, ferner des M. pubococcygeus an Alkohol- und Thiel-fixierten männlichen Becken (n=11) mit kontinuierlicher Fotodokumentation. Die histologische Analyse ausgewählter Gewebeblöcke dient der Festlegung von Kontaktstellen der einzelnen Gewebe. Ein Pool aus 650 Dünnschnittpräparaten in HE- und Crossmon-Färbung wurde durch immunhistochemisch mit α-SMCA-AK markierten Schnitten zur exakten Differenzierung der muskulären Grundstruktur komplettiert. Die Schnittstelle zur Klinik bildet eine Pilotserie von MRT-Untersuchungen des VVUS bei 3 gesunden männlichen Probanden, die mit dem Präparationssitus verglichen wurde und Potenzial für zukünftige Studien aufzeigt. Wesentliche Erkenntnisse sind: 1. „Puboprostatische Bänder“ existieren nicht. Ein Komplex aus Einzelstrukturen, die vor allem Assoziation zur Harnblase haben, bildet das makroskopische Korrelat. 2. Die Mm. pubovesicales zeigen einen fächerförmigen Verlauf, daher sollte eine Neubezeichnung als M. collaris vesicae erfolgen. 3. Der ATFP dient als Aponeurose für die Mm. pubovesicales neben der Stabilisierung des vesikourethralen Überganges. 4. Die Endopelvine Faszie existiert, sie trägt zum Erhalt einer bestimmten Höhenlage des vesikourethralen Überganges bei und stabilisiert die Urethra durch ihren langstreckigen lateralen Verlauf. Die Evaluation der Abbildungsweise des VVUS in anatomischen Lehrmedien ist der studentischen Ausbildung geschuldet. Dabei wird auf seine ungleiche Darstellung hingewiesen und eine Revision angeregt. Die Voraussetzung für die Optimierung der männlichen Harnkontinenz bleibt in jedem Fall die enge Zusammenarbeit zwischen Anatomie und Klinik bei der Aus- und Fortbildung.

The subject matter of this master thesis is to design pedestrian bridge across the river Nitra in a city Nitra. Out of three possible solutions arch bridge was considered to be the most optimal system for given situation and it was analysed in detail. The design and assessment of load-bearing structure was evaluated acording to valid standarts. The main goal was to comply with ultimate and serviceability limit state. Global calculation model was created in ANSYS Mechanical APDL 21 R2. Model of the slab of the deck in the cross direction was performer using SCIA Engineer 19.1. Load capacity of some cross sections was verified manually and some using computer software IDEA Statica 21.0. This thesis is extended with drawings of sequence of construction, detailed drawings of the bridge and visualizations.

The aim of the master thesis was a design of arch highway bridge made of prestressed reinforced concrete. In the beginning two versions of construction were designed, with box-girder and double-girder cross section of bridge deck, from which the variant of double-girder cross section in combination with box-girder arch were chosen for further detail postprocessing. The basics of the solution laid in right choice of dimensions of elements creating load-bearing system and construction geometry. Subsequently global beam model was created, which was used to prestress design and structural assessment of ultimate and serviceability limit states of pillars, arches and bridge deck during the building phases, service lifetime and in the end of lifetime of construction. For detail assessment, linear and nonlinear analysis was created using Midas Civil. To check the cross-sectional direction of bridge deck, slab model was made using Scia Engineer software