National Repository of Grey Literature 72 records found  previous11 - 20nextend  jump to record: Search took 0.01 seconds. 
Design of reinforced concrete structure with respect to fire resistance requirements
Lehoťák, Roman ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The diploma thesis deals with the analysis of internal forces and the design of the reinforcement of a reinforced concrete monolithic slab, a reinforcing wall and a column in the 1st floor of a dairy hall building. The fire resistance of selected structures was taken into account during dimensioning. The calculation of the internal forces was performed by the finite element method in Dlubal RFEM 5.24.
Concrete flat slab supported by columns
Járik, Enikő ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
The design of multi-storey building
Hardubej, Martin ; Girgle, František (referee) ; Švaříčková, Ivana (advisor)
The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of individual elements. Another part of the output consists of drawings solved elements.
Design and Review of Locally Supported Ceiling Plates
Tesař, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The paper is focused solutions locally supported reinforced concrete floor slab above 1.NP. To solve internal forces used finite element. Results of the finite element method will be compared with results from the simplified calculation methods. Dimensioning construction will be carried out according to ČSN-EN 1992-1-1 for ultimate limit state. It will be constructed model design, structural analysis, design documentation and accompanying Report.
Energy passive block of apartments
Niesner, Daniel ; Mrkos,, Dan (referee) ; Sedlák, Jiří (advisor)
The goal of the project si developnemt of project documentation for a construction realisation of energy passive block of apartments together with design of conception of forced ventilation with recuperation unit. The design of building is conceived as building with flat roof, reinforced concrete load-bearing structure and collective underground parking. During the design emphasis was placed on low energy consumption of the building. Its energy efficiency was analysed according. ČSN 73 0540 and processed statement of energy efficiency. The result energy consumption of the structure is A – extremely efficient.
Hotel
Vondrák, Martin ; Třeštíková, Jana (referee) ; Berková, Petra (advisor)
Diploma thesis deals with the complex desing documentation newly-built hotel. The building is situated in the centre of Brno in the cadastral Brno – Trnitá. The hotel is desingned for temporary accommodation and small conferences. It is four-storey building with flat roof and without a basement. Cast-in-place reinforced concrete farme is used for structural system with locally supported slab. It used clay bloks for infill wall. The whole building is insulated external thermal insulation composite system from mineral wool. For visitors to the hotel is parking available in the south part of the land. The hotel is desingned for visitors with limited mobility and orientation.
Reinforced concrete and masonry bearing structure of a multi-storey building
Fojtek, František ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The bachelor's thesis deals with the design and assessment of a load-bearing monolithic reinforced concrete structure of an administrative building. Specifically, it is a locally supported ceiling slab, the dominant feature of which is a circular opening with a diameter of two meters, an inner column and a staircase. The analysis of the structure was performed by the finite element method in the SCIA Engeneer 18.1 program and verified by the method of spare frames. The structure is designed and assessed according to ČSN EN 1992-1-1 and ČSN 73 1201.
Concrete flat slab supported by columns
Fárková, Karolína ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
Reinforced concrete structure
Zdražilová, Pavlína ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with design and assessment of chosen parts of load-bearing reinforced concrete cast-in-place structure of a department store. The aim of this thesis is to design and assess the reinforced concrete structure of a slab above first floor and one column. Scia Engineer 14 computational software was chosen to model the structure and to obtain the international forces. The structure is designed according to ČSN EN.
The Hlinky Hotel
Vojta, Martin ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
Diploma thesis deals with project documentation for construction of the facility. Specifically, it is a hotel on the street Hlinky in Brno. Hotel capacity is 58 beds and 60 seated restaurant. The building will have one floor underground and five floors above ground. The building will have a bearing structure of reinforced concrete monolithic skeleton, accompanied by reinforcing monolithic wall. External walls will be created by filling the porous masonry blocks. Horizontal framework will be created locally supported monolithic reinforced concrete slabs. The roof of the hotel is flat. In 4th and 5th floor are created terraces.

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