This master’s thesis provides us into the issues of reduction of house prices due to roof structure defect. First charter takes interest in theorethical solutions for residential houses valuation with defects.Real estate survey is introduced in chapter two. The third part of this master’s thesis is focused on possible roof structure defects and malfunctions. In last charter we can find the valuation of house with defect. The main goal of this thesis is to create a procedure for the reduction of property price with roof structure defect.

The Building is a combination of a green house and multi familyhousing building. The building´s courtyard is transformed in to a winter garden and creates an climate controlled environment with exotic vegitation blooming all year around. The courtyard is working as an extra livingroom with nice public walks in different levels were people can relax, exercise and socialise. The heat generated from the winter garden can be reused and recycled in to the floor slabs. It can also be deposited into the ground under the garden creating a climate smart heating system. One important aspect when drawing the plans was to give all the apartments a private space inside the wintergarden. I created plans where the allocation of the garden is equal. the private space is located on the second floor in the duplex apartments but some apartments only consist of one level and some extra care went in to making a private space for them too. The winter garden not only allows people to watch the trees and plants it also gives them the possibility to grow there own food on the private balcony and  just outside the kitchen window. Having plants outside the kitchen blocks the view from people passing by on the public promenade. / Byggnaden är en kombination av ett växthus och ett flerbostadshus. Byggnadens innergår har ett glastak som som möjliggör ett controllerat climat med växter som blommar året runt. innergården fungerar som ett extra vardagsrum med trevliga promenader i olika nivåer där människor kan träna, socialisera eller bara slapna av och njuta naturen. Värmen som genereras av den inglasade gården kan återanvändas och pupmas in i bjälklagen och marken under gården vilket skapar ett klimatsmart uppvärmningssystem.  en viktig aspekt när jag ritade planerna var att ge alla lägenheter ett privat rum inne i gården. Jag skapade planer där anspråket av gården var så lika som möjligt. Det privata rummet är placerat på övervåningen i etage lägenheterna men några lägenheter har bara ett plan vilket ledde till några special lösningar för att skapa ett avgränsat rum för dem också. Den ingalsade gården erbjuder inte bara en vacker miljö med växter och träd, det finns även möjlighet att odla sia egna frukter och grönsaker på den privata balkongen samt utanför köksfönstret. Planteringen av högre växter utanför fönstret kan skydda insynen från grannar som går förbi på den publika prommenaden.

The aim of this Diploma thesis is the elaboration of the project documentation of a construction part for realization of the new building of the production hall and administrative building in a city of Slavkov u Brna. According to the local zoning plan, both buildings are designed on a plot in the development part of the city. The selected plot is conveniently located due to good accessibility to the D1 motorway. The office building will consist of two above-ground floors. On the first floor there will be the management of the company and the head of the press, the economic and commercial department, hygienic facilities. On the second floor there wil be a graphic studio, a day room and a spacious terrace. The construction system of an office building will be a wall longitudinal. The ground plan of the object is rectangular. the roof is designed as a mono-pitched roof. The factory is a single-storey building. Inside the factory hall there will be a polygraphical technological equipment. The location of the machines is only indicative as well as their choice. The hall will have its own equipment equipped with air conditioning and heating. It is designed as a precast concrete frame. The system is designed longitudinal. The object is a rectangular ground plan with a saddle roof.

The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.

Diploma thesis describes the measurement and evaluation of displacements and deformations of the wooden roof structure of the aquapark hall in Brno – Kohoutovice. Part of the work is devoted to the preparation and testing of used devices and tools. The main part of the work consists of performing one stage of measurement using the polar method and the laser scanning method. The polar method measurement is compared with the results of the polar method of the previous stage. The next part of the work deals with the comparison of the polar method and the laser scanning method measured in the last stage. The results achieved are interpreted in the final part of the work.

Diploma thesis deals with design documentation of training centerm determined to services for public. Building is situated in Královéhradecký region, in Náchod, cadastral district Náchod, located on 1150/1, 1151/6 and 1152/1 building plots with 1949 m2 area. Trainig center has three floors. In the first floor there is nursery school and in the second and the third floor there are situated rooms of the training center with administration. Center has wheelchair access and private parking spaces. The building is designed as a brick building with Isover insulation system with ventilated facade. Vertical supporting structure is from KM Beta Sendwix and Spiroll ceiling panels – the horizontal supporting structure. The building has not walkeble flat roof structure. Zhe inclination is performed by thermal insulation at a gradient of 3%. For heating there is designed Schiedel Absolut chimney.

The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.

Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces had saddle roof with 8% slant, gutter edge in height 11,6 m, top line in height 12,8 m. Walls are around perimeter closed by horizontal atic in height of 13,3 m. Shape and dimensional design, load specification – stady, utility, climacic load. Calculation of imide forces and further static dimensioning of the main supporting elements and selected details. Elaboration of design documentation (dosposition, production drawing of the anchorage plan, details definited by project supervizor).

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.

Diploma thesis is focused on modeling rotor downwash generated by the main rotor of helicopter and analyzing its effects on the roof structure. Theoretical definition of rotor downwash flow is described in the first part of the text. Governing equations of computational fluid dynamics are briefly explained as well as boundary layer and finite volume method. Next part inquires into numerical simulation of rotor downwash based on height of rotor above the roof, shape of roof plane and climatic conditions. Results are compared with climatic load values provided by actual Czech construction standard in the end of the text.