Работа посвящена изучению многослойных наружных ограждающих конструкций наружных стен многоэтажных жилых каркасных зданий. В современном строительстве такие конструкции выполняются как правило на основе блоков из ячеистого бетона (газозолобетонные блоки). Применение подобных решений оправдано благодаря своей тепловой эффективности. Однако дискуссионным остается вопрос о рациональности использования существующих решений стеновых ограждений, так как необходимость устройства нескольких слоев из различных конструкционных материалов приводит к увеличению трудоемкости возведения. Кроме того, многослойные решения наружных стен зданий предъявляют повышенные требования к качеству выполнения работ, к качеству решений по обеспечению совместной работы нескольких разнообразных по физическим параметрам слоев, и порой такие решения снижают эксплуатационную надежность стенового ограждения, что, к сожалению, нередко приводит к авариям и обрушениям конструкций. Основным вопросом, решенным в исследовании является нахождение наименее трудозатратного варианта ограждающей конструкции, который бы имел сопоставимые с существующими стенами характеристики, а также снижал вероятность ошибки при сооружении наружных стен, которые могут приводить к авариям конструкций. / Present work is devoted to the study of multilayer external enclosing structures of external walls of multi-storey residential frame buildings. In modern construction, such structures are usually made on the basis of aerated concrete blocks. The use of such solutions is justified due to its thermal efficiency. However, the question of the rationality of using existing solutions for wall fences remains debatable, since the need to install several layers of various structural materials leads to an increase in the complexity of construction. In addition, multilayer solutions for the outer walls of buildings place increased requirements for the quality of in place works and overall construction technical quality to ensure the proper action of joints consisted of several layers with various physical parameters, and sometimes such solutions reduce the operational reliability of the wall enclosure, which, unfortunately, often leads to accidents and collapse of structures. The main issue solved in the study is to find the least labor-intensive version of the enclosing structure, which would have characteristics comparable to existing walls, and also reduce the likelihood of errors in the construction of external walls, which can lead to structural failures.

The diploma thesis is focused on design on loadbearing reinforced concrete structure of multi-storey apartment building with shops and offices on the ground floor and underground garage. The thesis consists of the analysis and design of ceiling slabs above underground floor, supporting columns and the beam under the underground floor ceiling slab. Calculation 3D model was created to determine internal forces. All structures are designed according to EC2, ČSN EN 1992-1-1. The thesis includes elaboration of static calculation, shape drawings, drawings of reinforcement of solved structures. The rest of the project part are not analysed.

The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.

This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation

The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of individual elements. Another part of the output consists of drawings solved elements.

This thesis processes project documentation for headquarters of construction company. Main purpose of building is to facilitate administrative nd manufacturing needs of the company. Building contains of reception, offices, meeting room, restrooms and lock rooms for employees, elevator and workshops. There is underground garage in the basement. Building is going to be situated in Stritez u Policky. Building takes up 1088m2 of land. Vertical structures are mainlymade of concrete and brick blocks. Horizontal structures are made of reinforced concrete panels, roof structure is made of wooden trusses.

The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.

Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.

The diploma thesis elaborates on the proposal of a loadbearing steel structure of a shopping centre. Four-storey building has total lenght of 88 m, width 48 m and its base structural grid is 8 x 8 m. The total height of building is 25,4 m. First three floors above ground are designed with structural height of 5,6 m whilst the 4TH floor uses height of 4,0 m. Frame structure is formed by primary beams and castellated secondary beams. Above 4TH floor, the roof structure is designed in two alternative versions, both using solid purlins and truss girder. The 3D computer animation of the building is also part of thesis. The shopping centre that is subject of the final thesis is located in Brno area.

This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.