|
|
The steel structure of a bus terminal
Plíšková, Iveta ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The aim of the bachelor´s thesis is the design and the assessment of the steel structure of the bus terminal in Dvůr Králové. The shape of the constraction is the rectangular hall with dimensions 35 x 45 m and cylindrical roof. The building will be used as the platform for passengers, the space to rest for drivers and for catering for passangers. The structure is formed by lattice trusses, solid purlins and columns. The model of the structure and some calculations were provided by the program Scia Engineer.
|
|
|
Structure Design of Exhibition Pavilion
Ruček, Martin ; Šmak, Milan (referee) ; Hron, Lukáš (advisor)
Concern of my thesis is to design the main load carrying structure of an exhibiton pavilion. The pavilion itself has circle shaped footprint, 55 m in diameter. Height of the building is then 15 m. The main structure consists of planar truss elements with generally curved upper and lower chords. The web of main truss element is designed as a perforated steel wall. Structural analysis and dimension design of main truss element is realised via axis model with rigid nodes, and verified on an accurate numerical model of a truss with web modelled as a perforated steel wall. Building is designed to be situated at exhibition area of Olomouc city. Design involves all the critical cross sections, and also selected mounting joints.
|
|
| |
|
|
Design of steel structure of the roof of swimming pool in Blansko
Pernica, Martin ; Melcher, Jindřich (referee) ; Hron, Lukáš (advisor)
Scope of this beachelor’s thesis is a design of load-bearing steel construction for the roof of local swimming pool in the town of Blansko. This construction is designed in the way of replacement of current steel construction which is part of the whole building. The basic load bearing system of the building is a concrete prefabricated frame. Ground dimensions of this building are 37.4 m x 55.4 m with a height from the ground plane to the top of the newly designed rooftop 13.14 m. Ground dimensions of the separate construction of roof are 20.8 m x 30.4 m with construction height 8.675 m in southern facade and 5.075 m in other facades. Load-bering construction is architectural and that’s why is formed mainly from hollow sections like RHS,SHS a CHS. Because of a high humidity all the joints are welded. The whole system is withou purlins.
|
|
|
The roof structure of a bus station with facilities in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of bachelor's thesis is design and assessment of steel load-bearing construction of bus station in Vrchlabí. It is designed as a co-operating load-bearing steel pillar based structure with the construction of the outdoor platform. The design was considered in four different options for inner building. Followed was mainly the weight of inner structure with respect to the roof deck. The selected option is then incorporated into the scope of the entire structure. Design and assessment was conducted in accordance with the applicable standards and by using a computer program Scia Engineer.
|
|
|
Steel structure of viewing tower
Doležal, Tomáš ; Röder, Václav (referee) ; Hron, Lukáš (advisor)
Aim of the bachelor thesis is to create proposal and static assessment of supporting steel structure of 24 meters high viewing tower based on original architectonic proposals. Climatic load (wind, snow, icing) is determined for expected allocation of viewing tower - Plzeň. The thesis consists of technical report with assembling solution, static report of main supporting parts and chosen connections and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA Engineer 2011 software. Static report is created manually according to valid European standards.
|
|
|
Multipurpose Sport Hall
Rusoňová, Nikola ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Subject of this thesis is to design and evaluate the multipurpose sports hall for a permanent,climate and traffic load. Light range of construction is 42,900 m, clear height at its highest point is 10,824 m. The construction is located in Brno. The main load-bearing elements of constructionare two-juncture arcs of constant cross-section of glued laminated timber class GL24h, axially remote 3,000 m. Trusses are transversely connected by purlins from solid wood for strengthclass C20 axially remote 1,100 m. The entire construction is braced by four transverse bracing,consisting of a rods system.
|
|
|
The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
|
|
|
Truss arch structure for multi-purpose hall
Chalupa, Vojtěch ; Hron, Lukáš (referee) ; Röder, Václav (advisor)
The main objective of this bachelor’s thesis is a design of a multipurpose mobile arc hall. The arc span is 25 m. Total hall lenght is 30 m. The load-carrying construction system consists of a transversal truss beams composed of tube profiles. The variant of transversal truss beams as Vierendeel beams is further designed in this thesis. Transversal beams are supported by joint bearings. The calculation was done in the Scia Engineer 2011 software.
|
|
|
Prohibition of Abuse of Law in the European Law
Hron, Lukáš ; Grmelová, Nicole (advisor) ; Filipinská, Lucie (referee)
The thesis represents an introduction into the concept of abuse of law principle as it is applied within the European Law. As an introduction it features a short history of the abuse of law as of private law principle and its theoretical aspects. Further it provides the reader with exposures of the doctrine in the Czech law and draws attention to the problems which the Czech courts face applying the doctrine, especially with its distinction from other similar legal institutions. The core of the work is constituted by an analysis of relevant decisions of the Court of Justice of the European Union, which follows the development of the doctrine from the early 70's until present. The thesis analyses the doctrine of abuse of law as it was developed in the European judicature. Finally the author introduces practical consequences of the doctrine on the tax law and deals with the question how the courts of highest instance of the Czech Republic cope with the doctrine and criticizes their approach.
|
guest ::
