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HST Station at the Airport Brno Tuřany
Kuchtík, Pavel ; Ruller, Ivan (referee) ; Nový, Alois (advisor)
This diploma thesis was prepared as an architectural study. The subject of the proposal was design of VRT station in Brno-Tuřany, near Brno airport. It was designed station building with platforms and four tracks. Two of them are passable and the other two are stationary. Rails leads below ground level. Above the rails is rail station that connect both areas next the rail corridor. Railway station serves primarily to transfer between rail and air transport.
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Railway Station in Zlin
Benýšek, David ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The diploma thesis deals with design assessment railway station steel structure with roofing platform in Zlín. The structure has a lenght 80m, a width 44m and a height 9,87m. The structure is divided into two parts, first part consists office building and second part consistsroofing platform.The supporting structure of the hall is a transverse bond, which is formed by rounded truss ginder and truss columns with axial distance of 5 meters. The main construction material is steel S355JR. The work contains structural design report load-bearing elements, including joints and details. The calculations are processed according to the valid norms ČSN EN.
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Railway station
Hodonský, Petr ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The content of the diploma thesis is design and assessment of railway station steel structure. It is a two-nave building with a length of 198m. The bigger nave span is 40m and it is 14m high. The smaller nave is 11m high and its span is 25m. The total width of the structure is 65 meters. The main construction material is S355JR steel. The supporting structure of the hall is formed by a curved planar trusses with axial distance of 6 meters. The transverse direction also consists of column that bears two main trusses. The static analysis of the main bearing parts of the structure, including joints and details is processed. The calculation were made in accordance with the Czech technical norms CSN EN.
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Railway Station in Zlin
Benýšek, David ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The diploma thesis deals with design assessment railway station steel structure with roofing platform in Zlín. The structure has a lenght 80m, a width 44m and a height 9,87m. The structure is divided into two parts, first part consists office building and second part consistsroofing platform.The supporting structure of the hall is a transverse bond, which is formed by rounded truss ginder and truss columns with axial distance of 5 meters. The main construction material is steel S355JR. The work contains structural design report load-bearing elements, including joints and details. The calculations are processed according to the valid norms ČSN EN.
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The Potential of Railway Stations in Trade and Tourism
MALECHOVÁ, Adéla
The diploma thesis was focused especially on train station service supplies and on the potential offered by unutilized or misused spaces of a train station hall. The main goal was to find, define and examine this potential in a chosen station within Trade and Tourism development in a chosen place. The railway station in Ceske Budejovice became the chosen train station. The thesis contains a mapping of the given place, a marketing research carried out among train passengers travelling with the Czech Railway company, as well as on social networks through an on-line survey. The secondary objective was a determination of several possible suggestions to improve the train station, out of which one main suggestion was chosen and subsequently analysed.
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Railway station
Hodonský, Petr ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The content of the diploma thesis is design and assessment of railway station steel structure. It is a two-nave building with a length of 198m. The bigger nave span is 40m and it is 14m high. The smaller nave is 11m high and its span is 25m. The total width of the structure is 65 meters. The main construction material is S355JR steel. The supporting structure of the hall is formed by a curved planar trusses with axial distance of 6 meters. The transverse direction also consists of column that bears two main trusses. The static analysis of the main bearing parts of the structure, including joints and details is processed. The calculation were made in accordance with the Czech technical norms CSN EN.
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HST Station at the Airport Brno Tuřany
Kuchtík, Pavel ; Ruller, Ivan (referee) ; Nový, Alois (advisor)
This diploma thesis was prepared as an architectural study. The subject of the proposal was design of VRT station in Brno-Tuřany, near Brno airport. It was designed station building with platforms and four tracks. Two of them are passable and the other two are stationary. Rails leads below ground level. Above the rails is rail station that connect both areas next the rail corridor. Railway station serves primarily to transfer between rail and air transport.
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