|
|
In an Apartment in a small town, Mikulov
Solár, Michal ; Kozelský, Tomáš (referee) ; Hora, Jan (advisor)
The concept is based on the historical development of the plot and the city as such. Historically, the area has been defined by self-help and without clearly specified dogmatic guidelines. It is thanks to this that the city is enriched with moments that do not fulfill only the aesthetic or spiritual, but also the functional nature of the city. The moment of surprise and certain visas enriches the interior of the yard as well as the city. At first glance, such annoying spaces have a certain quality, caused by the play of light or the overall concept of space. An important feature of the object is the moment of surprise from the perceived space. The transition from a clearly defined ground floor to the rear, at first glance, irrational courtyard is enhanced by a passage, which also refers to the typical division of the small town house. ARCHITECTURAL SOLUTION The principle of layering of individual spaces clearly reflects the moments of surprise. By specific fragmentation of the building, a character that resembles rather a family house as a residential object, spaces of different quality and utilization are created. The lower dwellings have a spatially and optically separated garden from the total mass, with the top terrace being terraces which are optically linked to the courtyard, but are not accessible to the public. The apartments in the attic have mostly urban character. This creates the principle of co-existence, which is typical of the whole area of the city. The layering is evident in the distribution of flats with different connections to gardens and terraces as well as the variety of housing units. The spirit of the place is a standing cellar that reflects the historical transformation of the parcel and is a symbol of the locality.
|
|
| |
|
|
Selected Problem Accounting on Capital Market
Paseková, Petra ; Marada, Vlastimil (referee) ; Sojka, Zdeněk (advisor)
The purpose of this thesis is to describe the accounting practices of selected problems on the capital markets. I have processed the accounting procedures through practical demonstrations of the chosen company and the selected problems. The aim is to demonstrate accounting of these problems and transfer the knowledge into practice.
|
|
|
Static analysis of a concrete outlet channel
Skalník, Stanislav ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
The thesis deals with the static analysis associated with the outlet channel of the lock chamber. The basis for the work was the design of reinforcement using full-threaded prestressing bars and the drawing documentation of the existing condition. The aim of the work was to present the issues associated with the anchoring of the prestressing bars by cohesion in the existing concrete structure, in particular testing on test blocks in the laboratory to verify a suitable solution. Following the data obtained, to perform an analysis and comparison on models solved by nonlinear computation in ATENA Science software. Subsequently, the analysis of the model of the existing condition of the outlet channel section is also carried out by nonlinear calculation with the evaluation of its behaviour to extreme loads. This model is then supplemented with reinforcement using prestressing bars with application of the knowledge associated with the pullout test models. The model of the pre-stressed outlet channel section is thus a simulation of the design on the lock itself.
|
|
|
Adhesion of Adhesive Joints for Facade Applications Made of Wood-based Materials
Nečasová, Barbora ; Schmid, Pavel (referee) ; Sedlák,, Petr (referee) ; Kovářová, Barbora (advisor)
The presented dissertation thesis is focused on investigating the adhesive properties of façade cladding made of wood and wood-based materials in combination with flexible adhesion/assembly systems. The systems allow the implementation of effective construction joints and provide a solution with uniform stress distribution which allows the transfer of heavy loads, while simultaneously reducing the weight of the entire structure, which is also often connected with substantial cost reductions. Despite all that, little attention has been paid to this area so far. It is not a solution which is properly embodied in technical standards or in designers´, architects´ and contractors´ awarenesses. The aim of this dissertation is to characterise adhesive properties of selected façade cladding representatives made of wood and wood-based materials for the purposes of bonded joint application in a ventilated façade system. To define adhesion of façade joints, numerical and experimental methods are used, taking also various limit conditions into account. The main conclusion of the dissertation is the characterisation of basic parameters which influence adhesion, effectiveness and quality of façade glued joints. The secondary conclusion is the compilation of a simple methodical procedure for testing and implementing façade glued joints. The dissertation also makes a contribution by extending the current state of knowledge of façade adhesive joints.
|
|
|
The Bond/Dominance in a Close Up
Štefková, Zuzana ; Orlová, Jana (referee) ; Helia De Felice, Jennifer (advisor)
- Exploration word of Dominance - development through diary entries - Dominance X partner's tolerance, partnership ceremonies - Creating your own task performance - Research on me - exploring new relationship planes - Work in public space, contact with passer-by, which is not conditional art and this fact that they can see it in their own way, (Shop window is clasic X taboo topic)
|
|
| |
|
|
Mechanical analysis of lifting equipment
Kubík, Matej ; Hájek, Petr (referee) ; Fuis, Vladimír (advisor)
The aim of this bachelor’s thensis is a mechanical analysis of the lifting device with regard to the passive effects in the bonds. At the same time, it should serve as a additional teaching materialfor students of statics and dynamics. The first part of the work is therefore dedicated to a brief overview of lifting devices, but especially the basic concepts of statics and dynamics. The work then deals with the calculation of the driving torque (force pair) and analysis of the results for the various situations of the lifting device that may occur.
|
|
|
Bond yield curves construction and their use
HODINOVÁ, Anna
This bachelor thesis deals with the construction of bond yield curves and their use. It characterizes the different types of bonds, their pricing methods and yields. The crucial part of the bachelor thesis deals with the problems of yield curves, defining the types and shapes of yield curves and the theories explaining their shape. This knowledge is further applied to the construction of bond curves of the Czech Republic. Yield curves are constructed from yields to maturity interpolated with the Svensson function, from 2015 to 2022. Their shape is compared with the forecasts of the Czech National Bank and subsequently with macroeconomic indicators for the respective year. The compared results show that the shape and the difference in yields of short-term and long-term bonds can determine the direction of economic activity, but the amount of economic activity cannot be determined based on these values.
|
|
|
Bond between FRP reinforcement and concrete
Januš, Ondřej ; Hradil, Petr (referee) ; Materna, Alois (referee) ; Štěpánek, Petr (advisor)
Recently, FRP (fibre reinforced polymers) materials are increasingly used in concrete structures, both for the strengthening of existing structures and as an internal reinforcement of concrete elements. It is due to convenient mechanical and physical properties of this kind of material. However, the use of these innovative materials as a reinforcement of concrete structures often requires a modification of the design process used for steel reinforcement. At present, a large number of bridge structures are in a very poor condition and require remediation due to corrosion of the steel reinforcement. Composite reinforcement appears to be a suitable alternative to steel reinforcement in these application areas. However, since bridge decks are directly exposed to repeated traffic loads, fatigue assessment is an important and often crucial part of the design. The number of studies dealing with the fatigue behaviour of internal FRP reinforcement is currently very limited. In particular, there is currently no study that sufficiently deals with the comprehensive determination of the effect of fatigue loading on the bond between FRP reinforcement and concrete. The doctoral thesis deals with the design of concrete elements reinforced with modern composite FRP reinforcement exposed to high-cyclic (fatigue) loading. Thanks to the performed extensive experimental programme, it was possible to determine the permissible limit values of fatigue load to ensure the required fatigue life. Based on these limiting values, the design and subsequent fatigue testing of full-scale concrete roofing slabs intended for aggressive environments was performed.
|
guest ::
