National Repository of Grey Literature 115 records found  previous11 - 20nextend  jump to record: Search took 0.01 seconds. 
Design of reinforced concrete structurs of shopping center
Podepřel, Petr ; Šulák, Pavel (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the design of the locally underpinned, monolithic, reinforced concrete ceiling plate of the lowest floor of a multi-storey shopping centre, with the design of a typical column on the same floor as well as with the column foot under that column. Furthermore, the solution of the assembled staircase has been made. The design of the ceiling plate is done by using the Scia Engineer programme and the check is done by manual calculation using the sum moments method. The design of the column, column foot and the staircase is done by manual calculation. The design was proceeded according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is the static design of the ceiling plate reinforcement, the column, the column foot, the assembled staircase and the drawing documentation.
Reinforced concrete structure design in accordance with EC 2 and ACI 318
Tesárková, Václava ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
This work deals with the analysis of reinforced concrete structures according to the currently valid standard EN 1992-1-1 (EC 2) compared with the analysis according to the American standard ACI 318-08. Static solution includes an assessment of slab in local supports, calculation of columns and footings according to 1st critical state for both standards. The slab is also assessed according to the 2st critical state according to EC 2.
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.
Bus Station - Design of Selected Parts of RC Structures
Krejčí, Stanislav ; Šimůnek, Petr (referee) ; Švaříčková, Ivana (advisor)
The aim of the bachelor thesis is to design and to assess the cast-in-place reinforced concrete slab with supporting beam above the second floor and cast-in-place reinforced concrete staircase on the first floor in the building of bus station located in Český Krumlov. The structure of slab was designed in two versions according to considering different structural system of the building. Then, there was made comparison between them.As the next step,the staircase was assessed for deflection of the original structure. FEM computational software of Scia Engineer 2015 was chosen to model the structure and to obtain the internal forces.The outputs of software were verified by manual simplified methods.The proposal and assessment of the selected parts of the reinforced structure was made by limit state design.The bachelor thesis contains of static analysis , reinforcement drawings of selected parts.
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.
Concrete flat slab of parking house roof
Pivodová, Alena ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The bachelor's thesis deals with the analysis of the internal forces of the point-supported cast-in-place reinforced slab. The slab is located between three apartment buildings and serves as roofing garage, the roof is proposed as green walkable flat roof. The replacement frame method and Finite Element Method was used for the analysis. Computational software Dlubal RFEM 5.07 was used to calculate internal forces. The slab is designed by two structural types. The thesis deals with design and check one of the types and one column.
Reinforced concrete structure of an apartment block
Klepková, Silvie ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The work deals with the static solution of monolithic reinforced concrete buildings for housing, Concrete design of reinforced concrete slab, locally supported by reinforced concrete columns, sizing and reinforcing plates. The assessment is done according to limit state - carrying capacity. The work also includes drawings proposed solution.
Design of residential house
Moravcová, Eva ; Loudil, Lukáš (referee) ; Zich, Miloš (advisor)
This is a residential house in Brno. The supporting structure is reinforced concrete. The building has one basement and six floors. Vertical load-bearing structures are made up of reinforced concrete columns and walls. Horizontal load-bearing structures are formed by slabs (bearing in both directions). The staircase is concrete slab. Foundation is on piles. Infill vertical structures are brick. In the fifth floor pool is located.
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.

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