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National Repository of Grey Literature 3 records found  Search took 0.01 seconds. 
Entrance hall of multi-storey building in university area
 Jež, Matěj ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The objective of the bachelor thesis is to design and verify sufficient resistance of load-bearing construction system and cladding made of structural glass. The object is located in university campus at the suburban area of the city of Ostrava, in district Ostrava Poruba. Floor plan is 8,5 x 12 m. The object is composed of six floors and its total height is 21 m. The object is connected to rest of the building. Main load-bearing system consists of frame made of composite steel and concrete rectangular columns and steel beams. Staircase steel beam and reinforced concrete slab are ensuring spatial rigidity. The object was designed according to currently valid standards using ultimate limit state and serviceability limit state verification.
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Roofing of railway station "Brno - Main Station"
 Jež, Matěj ; Pešek, Ondřej (referee) ; Karmazínová, Marcela (advisor)
The objective of the master thesis is to design and verify sufficient resistance of load-bearing construction system of main station roofing in Brno. The plan shape is irregular, maximal plan shape dimensions are around 260 x 260 m. The roof structure consists of standardised grid. The structure has variable height, roof top edge is 25,060 m above terrain. In this paper, two variants of the structure are compared.
Detailed record
Entrance hall of multi-storey building in university area
 Jež, Matěj ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The objective of the bachelor thesis is to design and verify sufficient resistance of load-bearing construction system and cladding made of structural glass. The object is located in university campus at the suburban area of the city of Ostrava, in district Ostrava Poruba. Floor plan is 8,5 x 12 m. The object is composed of six floors and its total height is 21 m. The object is connected to rest of the building. Main load-bearing system consists of frame made of composite steel and concrete rectangular columns and steel beams. Staircase steel beam and reinforced concrete slab are ensuring spatial rigidity. The object was designed according to currently valid standards using ultimate limit state and serviceability limit state verification.
Detailed record

See also: similar author names
4 Jež, Marek
2 Jež, Michal
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