Solving area of theatre is situated in settled historical block in the centre of Slovenian capital city Ljubljana. Block constists of habitable buildings and services in ground floor, and casino by green park Zvezda. The building of theatre creates floor shape of letter L, with colonnade shape of letter U. Height of structure is identically with height of historical building of casino. Facade is made by white architectural concrete, which creates prestige function and make individual in opposite of many-coloured historical buildings. Interior of foyer is also in light tone and glass-covered roof brings the sunlight into the buiding.

Staré Brno revitalization is mainly about reurbanisation and "city growing into itself".In my project I am trying to solve problems with transportation in Mendlovo namesti junction and I am creating new town spaces and squares in area that used to be a factory area of factory Kras and than turned into brownfields.

How to, in a democratic society, design such a leading institution - a head of the city - city hall?

Library is situated on the main pedestrian ways to the city centre between park and a street and it is designed as a gate. Main space inside is three foor hight study hall which connects higher floors and exterior.

The diploma thesis deals with the City Library of Přerov. Urban space solution of Square of Přerov uprising lies in cleaning the corner space and its reinterpretation as a new urban form of landscaped square. Broken block of buildings is completed with the new library that responds to surrounding area.

The main task of the diploma thesis was to deal new public library for the city of Přerov . At first it was necessary to determine the most suitable place for the library. New place for the library was selected on the location at the Evangelic Church on the street Velké Novosady. The library is located in the south of the place to form a partial barrier along a busy road to the land and to create new space square around the church and significant sculpture. In the second half of the location was designed park area. Ground floor also offers a commercial use due to functional divide of building.

The project addresses the construction of urban multipurpose buildings at the site of the former market hall in the Zelný trh square in Brno. The concept is based on the character of the place, a small allotment and historical monitoring the shape of the enclosing area of the square and Starobrněnská street. An interesting problem is also linked to the different heights of objects spalicek a townhouse on the corner of Town Hall Street, which is considering a proposal to reconstruct the original image.

Shaft mounted speed reducers are used in material handling applications, such as conveyor systems for transporting ore out of mine shafts. A subbase joins the reducer with an electric motor, and serves to limit the misalignment between the motor shaft and the reducer input shaft. The entire assembly is supported at two points: the axis of rotation of the reducer output shaft, which is fixed, and a clevis-pin joint under the motor, which prevents rotation of the assembly about the reducer output shaft axis. In an effort to reduce the production and material costs of subbases that support shaft mounted reducers, Rexnord Corp. is implementing subbase designs that are lighter weight and easier to manufacture than current designs. Impeding the implementation of lower cost designs is the lack of an equation to properly choose subbase dimensions for acceptable values of shaft misalignment. Trial and error in subbase construction may provide designs that give acceptable results for misalignment. Given an equation, however, the weight could be minimized while still limiting misalignment at the coupling location. The project goal is to provide equations that give shaft misalignment as a function of three subbase parameters: tube thickness, mounting strap width, and end cap thickness. Developing design equations by analytical methods is investigated first. Next, finite element models are used to check the analytical results for accuracy. Finally, finite element models are used to perform design sensitivity studies where needed. The final equations for misalignment are given as functions of the three design variables. / Master of Science

Load research is the study of load characteristics on a power distribution system which helps planning engineer make decisions about equipment ratings and future expansion decisions. As it is expensive to collect and maintain data across the entire system, data is collected only for a sample of customers, where the sample is divided into groups based upon the customer class. These sample measurements are used to calculate the load research factors like kWHr-to-peak kW conversion factors, diversity factors and 24 hour average consumption as a function of class, month and day type. These factors are applied to the commonly available monthly billing kW data to estimate load on the system. Among various customers on a power system, industrial customers form an important group for study as their annual kWHr consumption is among the highest. Also the errors with which the estimates are calculated are also highest for this class. Hence we choose the industrial class to demonstrate the Lawson-Hanson Non-Negative Least Square (NNLS) optimization technique to minimize the residual squared error between the estimated loads and the SCADA currents on the system. Five feeders with industrial dominant customers are chosen to demonstrate the improvement provided by the NNLS model. The results showed significant improvement over the Nonlinear Load Research Estimation (NLRE) method. / Master of Science

A series of tests was performed to consider the behaviour of short composite columns under axial compressive loading, covering a range of S275 and S355 grade steel square hollow section filled with normal and high strength concrete. The interaction between the steel and the concrete component is considered and the results show that concrete shrinkage has an effect on the axial strength of the column. Comparisons between Eurocode 4, ACI-318 and the Australian Standards with the findings of this research were made. Result showed the equation used by the ACI-318 and the proposed Australian Standards gave better predication for the axial capacity of concrete filled SHS columns than the Eurocode 4.