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Load-bearing reinforced concrete structure of a family house
Borovec, Michael ; Januš, Ondřej (referee) ; Zlámal, Martin (advisor)
The final thesis is focused on designing reinforced concrete load-bearing structures of a detached house on two floors and one basement. In the basement will be located the storages, utility room and wine bar. On the ground floor will be located garage for two cars, living room with kitchen and study. On the second floor will be located bedroon and two child’s rooms. The ceiling slab of the second floor, the ceiling slab of the ground floor, the ceiling slab of the basement, spiral staircase, half-turn staircase and walls of the first underground floor with solution as water-resistant construction. Programs SCIA Engineer 21.1 and Dlubal RFEM are used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of formwork and reinforcement of the all designing structires. The bulding is designed according to ČSN EN 1992-1-1.
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Static solution of family house
Formánek, Pavel ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master´s thesis is divided into two parts. In first part is author focusing on designing load-bearing structures that are made of reinforced concrete (floor slab, external wall, stairway). The assessments of those structures were made according to valid standard of ČSN EN 1992-1-1 and structural part of design documentation to those constructions were processed. In second, theoretical, part are different models of reinforced concrete slab in 3D (as part of whole construction) and in 2D created. The main task was to compare influence of different support´s stiffness in models on internal forces (bending moments) and on deflection of slab.
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Verification of nonlinear material models of concrete
Král, Petr ; Němec, Ivan (referee) ; Hradil, Petr (advisor)
Diploma thesis is focused on the description of the parameters of nonlinear material models of concrete, which are implemented in a computational system LS-DYNA, interacting with performance of nonlinear test calculations in system LS-DYNA on selected problems, which are formed mainly by simulations of tests of mechanical and physical properties of concrete in uniaxial compressive and tensile on cylinders with applying different boundary conditions and by simulation of bending slab, with subsequent comparison of some results of test calculations with results of the experiment. The thesis includes creation of appropriate geometric models of selected problems, meshing of these geometric models, description of parameters and application of nonlinear material models of concrete on selected problems, application of loads and boundary conditions on selected problems and performance of nonlinear calculations in a computational system LS-DYNA. Evaluation of results is made on the basis of stress-strain diagrams and load-displacement diagrams based on nonlinear calculations taking into account strain rate effects and on the basis of hysteresis curves based on nonlinear calculations in case of application of cyclic loading on selected problems. Verification of nonlinear material models of concrete is made on the basis of comparison of some results of test calculations with results obtained from the experiment.
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Monolithic multi-storey frame building
Přikryl, Martin ; Šulák, Pavel (referee) ; Bažant, Zdeněk (advisor)
The final thesis is focused on the design of monolithic reinforced concrete ceiling slab and supporting vertical structures of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Design of the Ceiling Structures of Reinforced Concrete
Máj, Matěj ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
This bachelor thesis is about structural design and static assessment of reinforced concrete floor slab of multi-storey building. Selected parts of structure are detailed in practical part, specifically part of the slab and the lintel. Structural analysis was provided by computational software IDEA StatiCa, check of the results was done by simplified hand calculations. Last part of the thesis is formwork drawing of designed part in the structure and detailed drawing of selected elements for reinforcement.
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Reinforced concrete structure of an office buildings
Přikryl, Martin ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
The bachelor project is focused on the design of monolithic reinforced concrete ceiling slab of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer with manual verification using the simplifield method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Parking Building
Máj, Matěj ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with the design and structural analysis of selected elements of a reinforced concrete multi-storey building. In the calculations the floor slab, foundation slab, retaining wall, column in 8NP and 2PP, ramp in 1PP. The static analysis of the structure was carried out in RFEM 5 calculation program, the checking is carried out by simplified manual methods. The work also includes drawings of the shape of the structure and detailed drawings of the reinforcement of the designed elements.
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Structural design of the gallery building
Ryšavý, Martin ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis deals with the design and the static assessment of a reinforced concrete floor slab above the first floor of a two-story gallery building. The aim of the work is to reinforce the ceiling slab, which is modelled in the student version of the Dlubal RFEM 5.30 program. The correctness of the output from the software is verified by a simplified manual method.
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Static solution of parking house
Rose, Dominik ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor's thesis is focused on the elaboration of a static solution of a parking house with four above-ground floors. Three variants are elaborated, one of which was elaborated in more detail. The proposed elements are the ceiling slab, the columns and staircase. The SCIA Engineer 20.0 program is used to calculate the internal forces. As part of the work, drawing documentation is also prepared. The structure is designed according to correctly valid standards.
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Design of the Ceiling Structures of Reinforced Concrete
Máj, Matěj ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
This bachelor thesis is about structural design and static assessment of reinforced concrete floor slab of multi-storey building. Selected parts of structure are detailed in practical part, specifically part of the slab and the lintel. Structural analysis was provided by computational software IDEA StatiCa, check of the results was done by simplified hand calculations. Last part of the thesis is formwork drawing of designed part in the structure and detailed drawing of selected elements for reinforcement.
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