The goal of the diploma thesis is to design and assess a steel structure of ice stadium in Česká Třebová. The ground plan dimensions of the load–bearing structure are 66 meters in width and 66 meters in length. The maximal height of the structure is 15 meters. The main frames are made of truss girders of elliptical shape. The girders are pin–supported on solid columns on both sides. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters. There are two variants designed and compared in the thesis. In the first variant there are two-dimensional truss girders in the main hall, whereas in the second variant they are replaced with three dimensional ones.

The diploma thesis deals with the design of a steel technological structure in the locality of Štětí. The struture is used for the paper production technology. The geometry of the structure was customized to technological requests. The statistic system was considered in two versions – joint connections and frame – joint connections. The frame – joint connections system was chosen for detail processing. The steel structure was calculated by Scia Engineer 19 software. The connections were calculated by Idea statica software. The thesis is processed according to valid standars of ČSN EN.

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.

This diploma thesis deals with the spectrum analysis, frequency characteristics, Chladni figures and simulation of modal and harmonic analysis of an acoustic guitar in ANSYS program interface. In the acoustic guitar analysis, various details that can influence the instrument spectrum are discussed. Especially on its performance over time, the number of generated harmonic components and their performance. Then the guitar bracing innovation of the dreadnought guitar was created from the measured, simulated and calculated data. Four acoustic guitars with the innovation were then made. These innovated instruments were further analyzed and compared with the acoustic guitar before the innovation and with a competitor’s guitar. Furthermore, the thesis describes parts of an acoustic guitar, wood properties, theoretical background and measurement methods.

Master´s thesis describes the design and the check of the construction of the art gallery. This hall has the elliptical ground plan, the main dimensions are 25 x 40 m and the height is 12 m. The structure consists of 24 supporting curved ribs, which are supported on elliptical ring of steel at the top of the construction. Between the ribs are inserted purlins, which support the perimeter cladding. The structure is designed alternatively like the system of the timber solid beams from the glued laminated timber and the system of the steel truss girders.

Master's thesis describes the design and check of the construction of the riding hall. Here are compared two versions the steel structure riding hall. For select version is here technical report, design calculation, statement of material and design documentation. Next is prepared specialization in the field of building construction.

The topic of the master’s thesis is the statically compliant and economical design of the ensuring of foundation pit for building Carla Brno. The calculation part will be solved through program GEO5. The part of this thesis is also to describe the technological process of implementing elements and the relevant project documentation.

The main aim of this master´s thesis is designing parking garage including access ramps situated in Ústí nad Labem. Dimensions of parking garage is 58,6x31,1 m. As a support system of construction are used steel-concrete composite elements. The calcuation was done by manual calcuation.

The purpose of this dissertation is to take into consideration the design and the steel structure assessment of the hangar for small propeller aircraft type Cessna. The platform dimensions are 40,0 by 60,0 metres. Headroom is around 10,0 metres. The object’s location is in Brno. The main structural material is steel S355J2. There are two initial geometric alternatives, in other words structural modifications of desired solution. These are spatial truss arc tie beam and garland tie beam. The two alternatives were tentatively designed according to their dimensions and the main supporting elements of both alternatives were also assessed and considered. The alternatives were finally evaluated and one option was selected for detailed processing. In turn of the chosen option, there had been drawing of detailed analysis of the main load bearing parts of the construction with joints and some other details included. Furthermore there is drawing documentation and supervisor’s technical report attached. The valid standards CSN EN were used in processing of this dissertation.

This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.