This thesis summarizes a project of new residential building in Prostejov. The goal of the thesis was to create documentation for the project´s design and implementation. The building consists of four floors above the ground, two underground floors and a flat roof. The building is rectangular shaped with a rebound of 4th floor above the ground. The structural system of the building is monolitic reinforced concrete system, with combined system in 4th floor. The thesis includes the preparatory and study reports, architectural and construction solutions, fire-safety of building and equipment solutions.

This doctoral thesis deals with the valuation of damage to buildings affected by floods. In its individual parts, it researches floods as a risk, focuses on the damage caused by this natural phenomenon and examines the methods used to assess the damages caused by floods. With the beginnings of human settlement, the vicinity of rivers has been inhabited for the many befits that watercourses bring. However, there are many dangers associated with this, especially the ones associated with the spillage of riverbeds – with floods. This phenomenon causes considerable damage to property, the environment or human health and lives. There are many measures to eliminate the risk of flooding, or at least mitigate its effects. This work further researches the mitigating of impacts – it examines the methods of determining the amount of damage to buildings caused by floods, looks for factors and parameters influencing the amount of damage and focuses on streamlining these methods. The aim of the thesis is to find a suitable methodology/model that can automate the calculation of the amount of damage, or in other words, to find a quick and at the same time sufficiently accurate solution to this problem. The main output of the thesis is the equation of the damage curve and a model for the amount of damage calculation based on the principle of damage curves using the hybrid genetic algorithm. Another output is a practical tool that works on the basis of the said algorithm and automatically calculates the amount of damage to the building when entering very basic information about the damaged object.

This thesis deals with an architectural case study of the urban block in the Svitava industrial zone bordered by the Svitava River in the east, Ring Road in the west, Milady Horákové Street in the north and Zvonařka Street in the south. Špitálka Smart City has been designed to be in this area. The thesis is modelled on the Špitálka Smart City urban study, that was the outcome of the pre-thesis seminar in the winter term 2020/21. The urban study objective was the urban renewal of the Brno teplárny (heating plant) area and its surroundings as well as a design of a new urban boulevard. The thesis focuses on a design of a selected urban block in the Smart City Špitálka. This mixed-use development provides commercial, administrative and residential functions. The block is divided into two parts; either part consists of three sections. Two underground storeys providing parking space and space for building services are intended for the whole block. The case study further develops only the section that is labeled Coworking offering six floors for coworking spaces. On the ground floor there are spaces for a café, commerce and also the main entry to the co-working offices. A sky-office and a venue for rent are located on the seventh floor. The venue can be used for a wide range of events from smaller conferences, through corporate meetings & teambuildings to private parties. Both the sky-office and the venue have access to the rooftop terrace. The design creates a modern office building concept in the former industrial zone.

The subject of this thesis is the construction of a residential building in the town of Brno Chrlice. It is a building with a fully podsklepeným floor and three floors. Basement part is designed as a garage and cellars. Floors are designed as units. The apartment building is a total of 8 units and 1 residential unit designed as wheelchair accessible. Total capacity is 22 Cladding basement of the formwork and floor are covered from the system HELUZ. The ceilings are designed as ceiling panels. Wood pitched roofing constructions with unbalanced tendencies. The building is based on the footings.

The master’s thesis dealt with newly built residential house. The building is located in the Liberec region in the cadastral land parcel number 42/1 in the cadastral area Liberec-Rochlice. Address of the building is 227 Vratislavická Liberec-Rochlice 460 59th Built up area is 655 m2. The new building is located on sloping ground to the south. The building is located on the still undeveloped parcel near residential homes and nursing home. The building is partially basement with four floors. In the basement is the technical support for building, storage and parking facilities. The first two floors are commercial applications for administrative operations. In the third and fourth floor apartments are located. In total there are five residential units for a total of 17 persons. The supporting structure of the building is a monolithic reinforced concrete deck Beon C 25/30 B and reinforcement 500th The building is based on the footings of plain concrete C 16/20, and the bases of concrete and plate C 25/30 and the reinforcement B 500th Outer and inner walls are lined walls in the system Porotherm. The roof is designed as a flat. Walk-on part is designed as extensive or as a patio with concrete paving. Nepochúzná part has a stabilizing layer of gravel.

The main theme of this Master´s thesis is a project of detached residential house of a terraced type, partially located in terrain. The building has three floors and a basement and is covered by a flat roof. There are six residential units in the house and three parking spaces, including technical support. The house will be built in the village of Pribyslavice, on the plots with parcel numbers 140/1 and 145/1. The ground plan of the house is of a rectangular shape. The vertical load-bearing structural system is chosen to be made from bricks. Horizontal system is made by using Spiroll prestressed panels. The internal staircase is made from concrete, monolithic. The material and construction solutions is chosen to be close to passive standards. The project fully respects currently applicable standards and technical regulations of individual manufacturers.

The master thesis with the name Set of residential buildings in SM6, Staré Město - Project planning implementation of construction solves preparation and realization of building. The aim of master thesis is to design of time, financial, material and human resources. The thesis contains calculation, time schedule, building-site, technologicals standards, controls and trials plans, design of mechanism, study of realization of the main stages. The thesis is prepared on the basis of project documents provided by the investor with the approval of the design office.

Diploma work "Problems of house price reduction due to defects manifested with damp" deals with the issue of property valuation and subsequent sale of the defect. The first chapter describes valuation and other important factors relating to the Act valuation. The second chapter deals with the necessary documentation for property valuation and basic terminology. The third section deals with defects that could occur in the residential building as well as their possible correction. Another part of this work is focused on the actual valuation of the object to a defect with property damage and the last chapter deals with the actual real estate market and the subsequent sale of such property with the defect. The attachments of the case study is then focused on the valuation of the house and without defects and possible solutions and proposed procedures for sale.

In my masters thesis I deal with constructive technological project to build a residential building site technology. The aim is to solve the structure in terms of time, financial and material requirements based on technical data submitted by the designer and client requirements. Architectural and technological project of the thesis contains, in particular building equipment, technological regulations, schedule, financial budget, design mechanical assembly, inspection and test plan, health and safety, ZOV, waste management, etc.

The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling slabs and staircases are solved by 2D models and the construction of the white bathtub is made in a 3D model. The design proceeded according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of all solved parts and drawing documentation.