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Concrete substructure of the administrative building
Neuschl, Marcel ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The theme of this diploma thesis is the design and assessment of a part of the underground load-bearing structure of the administrative center according to the source material. Emphasis is placed on the design, taking into account the waterproofness of the construction, the so-called white tank. This is ensured by the correct design of the concrete construction of the foundation slab and walls, taking into account the constructional details of the day and expansion joints, the concrete composition and the construction process.
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Concrete flat slab supported by columns
Neuschl, Marcel ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bachelor thesis was to design locally supported ceiling slab, according to the assignment of the lead work. During designing were used three static methods that work compared (additivity method of moments, method of replacement frames and finite element method using software RFEM - Dlubal). Own design of structure defected to the results of the finite element method.
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Concrete substructure of the administrative building
Neuschl, Marcel ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The theme of this diploma thesis is the design and assessment of a part of the underground load-bearing structure of the administrative center according to the source material. Emphasis is placed on the design, taking into account the waterproofness of the construction, the so-called white tank. This is ensured by the correct design of the concrete construction of the foundation slab and walls, taking into account the constructional details of the day and expansion joints, the concrete composition and the construction process.
|
|
|
Concrete flat slab supported by columns
Neuschl, Marcel ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bachelor thesis was to design locally supported ceiling slab, according to the assignment of the lead work. During designing were used three static methods that work compared (additivity method of moments, method of replacement frames and finite element method using software RFEM - Dlubal). Own design of structure defected to the results of the finite element method.
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