The final thesis is focused on the design and assessement of precast structure of industrial hall – with purlin, prestressed girder, columns, grade beam, pile cap and pile. Structural analysis was performed by SCIA Engineer 2015 and hand calculations.

The goal of the thesis is to contribute to the description of the category of aspect and to do so in an alternative way, i.e. without linking aspectual value of a sentence exclusively or directly to the morphological make-up of the verb. The starting point is the distinction between states and activities, i.e. between state and activity events. In the center of our attention are states, namely the way how states are expressed by perfective predicates. Two analyses of corpus data (SYN v7) were performed to pursue the issue. The first analysis focused on the occurrence of state and activity meanings of perfective forms of so-called capacitive verbs. It turns out that one of the decisive factors construing the aspectual meaning of a sentence is the category of tense. The other analysis focused on a collocation we have termed aspectual paradox. It combines durative adverbials (for instance stále) with perfective verbs in the framework of one construction. This analysis has demonstrated that another important factor involved in sentence aspectual construal is modality. Another outcome of this analysis is a classification of state meanings of the "durative adverbial + perfective" collocation. Eleven kinds of meanings were established: ability, possibility, existence, quality, quantity, etc. Verba...

The thesis deals with the proposal, implementation and evaluation of test for fault condition indicators. Thesis focusing on earth fault indicators based on admittance principles. These indicators must be able to evaluate earth faults in compensated, compensated with auxiliary resistor, unearthed and high-resistance earthed networks. The proposed tests verify the current and voltage measurement errors in inputs including monitored characteristic variables such as conductance and susceptance. The proposed test are applied to a selected ample of the fault indicator. As part of the tests, the indicator is subjected to secondary test using the Omicron CMC256plus tester as well as test on fault records that have been converted to COMTRADE for this purpose. The last series of tests carried out uses the physical model of the medium voltage system, where the tested equipment is subjected to fault states in the compensated whit auxiliary resistor system and isolated system. Furthermore, part of the thesis is research of new methods of earth fault detection, including their principles and function description. Also included in the thesis is an overview of manufacturers of indicators, or protection, who are involved in the production of earth fault protection.

The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.

The Master’s thesis is focused on the analysis and design of selected members of load-bearing structure of an administration building according to the ultimate limit states (ULS) and seviceability limit states (SLS). The calculation and the analysis was supported by design software SCIA ENGINEER 2012. Structural analysis deals with the design of the reinforced concrete (RC) flat slab above the 4rd strorey which is particularly supported by RC columns and particularly lies on RC walls. Furthermore, the Master’s thesis contains analysis of some selected columns of last three storeys, column of lowest storey, construction of stairway between 4rd and 5th storeys. The work beside this deals with the calculation and design of foundation of the object. The rest parts of the load-bearing structure are not solved in the Master’s thesis.

The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.