National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Sports hall
Bobek, Tomáš ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The thesis deals with the design and structural assessment of the steel structure of sports hall in Proseč. The dimensions of a floor plan are 35x45 m and the height is 16,3 m. The structure consists of seven main trusses, the distance between them is 7,5 m. The trusses are pin-supported by fixed columns. The main trusses are connected by purlins and girts. The spatial rigidity of the structure is ensured by transversal bracings and longitudinal bracings. The structure is clad with Kingspan roof and wall panels. Hall is based on shallow foundations.
Steel structure of the amphitheater
Bobek, Tomáš ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The thesis deals with the design and structural assessment of the steel structure of the amphitheater in Proseč. The dimensions of a floor plan are 55x45 m and the height is 13,605 m. The structure consists of three primary trusses, the distance between them is 27,5 m. The trusses are pin supported by columns. The primary trusses are connected by five secondary trusses, which bear tertiary trusses and at the same time form the longitudinal stiffening of the structure. The secondary trusses are connected by transverse tertiary trusses, which are used for anchoring the roof sheathing. The spatial rigidity of the structure is ensured by roof wind stiffeners and longitudinal struts. The roof is clad with SATJAM trapezoidal sheets. The structure is based on deep foundations.
Sports hall
Bobek, Tomáš ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The thesis deals with the design and structural assessment of the steel structure of sports hall in Proseč. The dimensions of a floor plan are 35x45 m and the height is 16,3 m. The structure consists of seven main trusses, the distance between them is 7,5 m. The trusses are pin-supported by fixed columns. The main trusses are connected by purlins and girts. The spatial rigidity of the structure is ensured by transversal bracings and longitudinal bracings. The structure is clad with Kingspan roof and wall panels. Hall is based on shallow foundations.
Quality software - methods for creating test scenarios
Bobek, Tomáš ; Havlíček, Zdeněk (advisor) ; Jungwirth, Miroslav (referee)
This thesis deals with the issue of testing during software development. The theoretical part describes the methodology and the main concepts that are associated with software testing. The next part focuses on the problematics of access options during the writing test scenarios. The practical part deals with the creation of test scenarios to test the app activity displayed by using UML diagram. An example is evaluated based on the findings from several perspectives especially from the perspective of time consumption.

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