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Design and optimization of the arch structure
Herka, Martin ; Vácha, Jaroslav (referee) ; Štěpánek, Petr (advisor)
Diploma thesis deals with a design of concrete arch structure. There was made a preliminary design of concrete structure of a buried arch bridge. Subsequently was the shape of arch structure optimized to oblige the requirements of real buried arch bridge structure. There is included static calculation of the ecoduct construction. It is developed detailed drawings
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Bridge on the I/42 road in Brno
Grunt, Michal ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject work is to design bridge construction on the road I/42 in Brno between neighborhoods Kralovo Pole - Pisarky. The work includes construction of bridge structural analysis of one field, which is designed in three versions. The selected option is of constant cross-section of reinforced concrete with a length of 13.2 m load effects calculation is made by computer software Scia Engineer for study and compared with manual calculation method of co-latitude records. Assessing the structure is calculated by hand according to EN 1992-1-1. The calculation is performed without time analysis.
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Bridge on the I/42 road in Brno
Grunt, Michal ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject work is to design bridge construction on the road I/42 in Brno between neighborhoods Kralovo Pole - Pisarky. The work includes construction of bridge structural analysis of one field, which is designed in three versions. The selected option is of constant cross-section of reinforced concrete with a length of 13.2 m load effects calculation is made by computer software Scia Engineer for study and compared with manual calculation method of co-latitude records. Assessing the structure is calculated by hand according to EN 1992-1-1. The calculation is performed without time analysis.
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Design and optimization of the arch structure
Herka, Martin ; Vácha, Jaroslav (referee) ; Štěpánek, Petr (advisor)
Diploma thesis deals with a design of concrete arch structure. There was made a preliminary design of concrete structure of a buried arch bridge. Subsequently was the shape of arch structure optimized to oblige the requirements of real buried arch bridge structure. There is included static calculation of the ecoduct construction. It is developed detailed drawings
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