Die vorliegende kumulative Dissertationsschrift beschäftigt sich mit finanzwissenschaftlichen Fragestellungen im Bereich der Unternehmensbewertung. Dabei wurden aktuelle Themen diskutiert, die in Theorie oder Praxis ungelöste Probleme darstellen. Hervorzuheben ist an dieser Stelle, dass sich die ersten drei Artikel mit dem Werteinfluss der Zinsschanke auf den Wert von fremdfinanzierungsbedingten Steuerersparnissen (Tax Shield) beschäftigen. Die drei darauf folgenden Artikel beschäftigen sich schwerpunktmäßig mit der konsistenten Modellierung von Finanzierungspolitiken und dem Werteinfluss der Insolvenzmöglichkeit von Unternehmen. Der siebte und achte Artikel haben die Kapitalstruktur und weitere wichtige Parameter für die Unternehmensbewertung zum Thema.:1. Thematische Einordnung und Forschungsbeitrag … 1 2. Die Bewertung der Zinsschranke … 14 3. Zinsschranke, Unternehmensbewertung und APV-Ansatz - eine Anmerkung zum Beitrag von Förster/Stöckl/Brenken (ZfB 2009, S. 985 ff.) … 59 4. Der Einfluss der Zinsschranke auf den Unternehmenswert … 84 5. Tax Shield, Insolvenz und Zinsschranke … 109 6. Tax Shield, Insolvenzwahrscheinlichkeit und Zinsschranke - eine empirische Analyse … 169 7. The Impact of Credit Rating and Frequent Refinancing on Firm Value … 211 8. Zur Überprüfung von Kapitalstrukturtheorien in einer von Krisen geprägten Zeit … 258 9. Die Kapitalmarktdaten von www.finexpert.info und der Fachverlag Gruppe … 300

Diploma thesis deals with design and assessment of a ceiling of a library in Ostrava. The solved beamed ceiling is above the third floor. Static analysis of the structure was calculated by Scia Engineer 20 software. Two variants of ceiling was calculated. Thesis then focuses on prestressed ceiling.

The contents of the diploma thesis is the elaboration of project documentation for the construction of a sports center. It´s a building with three floors, ie. two floors and basement. The building has a partial basement. In the building are sports facilities for fitness, squash courts, wellness, office spaces for employees and management. On the ground floor there is also a canteen with operating facilities. The main entrance is located on the west side of the proposed parking lot. The building can be entered on the south and east side of the building through the canteen and a side staircase. A total of seventy-eigth parking places are designed in the center, four of which are for people with reduced mobility and orientation. The building is designed of ceramic bricks with a two–way construkction system and insulated ETICS system. The facade of the building is partly contact and partly ventilated. Elements for green walls are used on the walls. The building is covered with a flat green extensive roof.

The subject of this diploma thesis is elaborating specific parts of detailed deisgn for building kindergarten in Hustopeče according to Annex No. 13 to Decree No. 499/2006 Coll. The thesis deals with a object of public services - a kindergarten. This kindergarten will consist of a total of 4 classrooms, each of which has its own sanitary and storage facilities. The building also includes its own kitchen with a dining room, which will be used for the preparation of meals on the premises. The building is designed for a total of 80 children, 8 teachers and 3 chefs. The whole design concept takes into consideration, among other things, the economy, whether in its layout, material solution or technical equipment of the building. The layout is based primarily on the size, orientation, and slope of the building plot. The land has a significant longitudinal as well as transverse slope and the distribution of the building's masses corresponds to this. The plot is a relatively narrow rectangle, and its much longer side is parallel to the street line.

The aim of this master thesis is to design a low-energy building for civic amenities, specifically the design of a recreational wellness centre. The building has an L-shaped floor plan with a flat roof and is designed with two above ground and one underground floor. The ground floor will serve as a wellness centre with a swimming pool and saunas. Massages and solariums are proposed on the 2nd floor. Technical facilities are located in the basement. The first part of the thesis is devoted to the architectural and structural design. Structurally, the building is divided into two parts. The part of the administrative facilities and the massage rooms consists of a construction of the character of a transverse wall system made of cut brick blocks and insulated with ETICS. The internal masonry is designed in ceramic ground bricks. Ceiling structures are in the form of continuous reinforced concrete slab. The building is based on footings and waist foundations. The roof of the building is single-skin flat with a gravel. The wellness part is made up of a monolithic diaphragm skeleton with high slenderness columns. The horizontal load-bearing structure in this case again consists of a continuous monolithic reinforced concrete slab. The second part of the thesis deals mainly with the environmental engineering of the buildings. The building will be heated by a pellet boiler and will also use energy from photovoltaic panels. Ventilation in the building is provided by air handling units with heat recovery. The third part of the thesis deals with the assessment of solar gains in the indoor environment of the pool hall. Three variants are proposed with multi-criteria evaluation and the optimal option is selected. The thesis is mainly elaborated in Archicad, Deksoft, MS Excel and Word software.

The subject of the diploma thesis is the processing of project documentation for the construction of wellness pension. This building is designed in a medium sloping terrain on the edge part of the Rajhrad city. The building has 3 floors and garage in the basement. Object is divided into 2 parts, the first part consists a restaurant and 2 floors for temporary accommodation in 14 rooms for 45 customers. The second part consists wellness for accommodated and also for other outside customers. The roof is designed single skin with vegetation area (extensive). The project includes a solution of paved areas and access to the underground garage, fencing, water connection, sewage connection, rainwater conection including a retention tank and overflow into the rainwater sewerage. The construction system of the building is based on reinforced concrete footings connected to foundation strips in the places of the cladding, follow up reinforced concrete columns. The ceiling structures, including hidden girders and stairs, are made of monolithic, reinforced concrete. Vertical load-bearing structures are designed from POROTHERM ceramic blocks. The vertical structures of the basement are designed from lost formwork. The building's ventilation system is divided into four parts, the first part is for wellness, the second part is for restaurant and pension, third part is for kitchen, last part is for fire protected escape route.

The subject of my diploma thesis is a design of new kindergarten and elaboration of documentation for the construction. The building is situated in the southwestern suburb of Brno, in the district Brno-Starý Lískovec district. The building is set in a slightly sloping terrain. The building has two floors and and basement, created by partial basement of the building. The building is characterized with two wings designed at right angles and a decent coloured facade. The building contains two kindergarten classrooms with a capacity of 48 children with operational facilities, a rentable part for public, the administrative of the school and a technical facilities of the building. The first floor contains two separate kindergarten classes, each with 24 children, teacher's cabinet, toy storage room and a kitchen. The kitchen is designed without food preparation, with a food delivery company. Each kindergarten class has its own entrance. On the second floor is a rentable space containing a classroom, workshop, lounge and terrace. There are also an isolation room, a gym for children and a head master's office. The building is designed to a low energy standard, definated by near zero heat energy building (nzeb) standarts. There is established a wheelchair access to the building, A lift is proposed in the building. The structural design is proposed as a ceramic block wall with contact insulation system. The vertical strucutres are made of reinforced concrete cast-in-place ceiling. The building is based on concrete foundation and is covered by a single-skin, flat roof with a layer of extensive flora.

Overview of diagnostic methods. Inspection of buildings and structures - photographic documentation of the existing situation, analysis of documents. Design of diagnostic tests, treatment plan, diagnostic investigation and determination of critical deficiencies. Carrying out the survey and sampling. Evaluation and classification of materials. Static assessment of the selected design.

This master’s thesis deals with construction of the gross building of new building of learning complex FEKT VUT in Brno. It contains the design of earthworks, underground setting piles, monolithic structures and isolation of the building for further construction. Construction and technological project includes technical report, time and financial plan of construction, study of the implementation of major technological stages of site preparation, budget of facilities, technological regulation to solved stages, inspection and test plan of monolithic structures, health and safety plan and energy label of objects.

This thesis deals with the properties of soundproof partition structures in the low-frequency sound at impact sound insulation and security of acoustic comfort inside buildings. The prediction of impact sound is a simulation laboratory measurements of impact sound. The work is based on the occurrence of frequent complaints of inhabitants of residential homes for subjectively poor impact sound insulation of horizontal dividing structures, whose top layer is formed laminate. Although these structures conform in terms of impact sound insulation in accordance with the requirements of CSN 73 0532: 2010, residents complain about the subjective perception of the sounds of lower frequencies. A noise with a distinctive character of sound at low frequencies has been proved by measuring the spectral analysis and evaluation of sound pressure levels caused by the movement of persons roof construction to the floor. On the measurement and evaluation carried out in accordance with the measurement and evaluation of noise in non-working environment can be related requirement under the Regulation No. 272/2011 Coll. "On the protection of health from the adverse effects of noise and vibration." Occupational noise limits for protected buildings interior space do not apply to noise from ordinary use of the apartment. Under current legislation, the problem is in the Czech Republic at present insoluble. Therefore, this work explores ways evaluation of impact sound and delivery is determined conclusions. With the low-frequency impact sound insulation is also related to the latter part of this dissertation, where the computing program ANSYS (version 14.0) is simulated laboratory measurements of impact sound insulation of the real structure. The paper presents the results of simulation, and the sound pressure level in the receiving room to třetinooktávového band 630 Hz. These results are compared with measured values modeled in the laboratory.