National Repository of Grey Literature 32 records found  beginprevious21 - 30next  jump to record: Search took 0.01 seconds. 
Design of a load-bearing reinforced concrete structure of a family house
Bartoška, Ondřej ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of internal forces. In addition to the static calculation, the work includes reinforcement drawings and drawings of the shape of selected monolithic parts made in AutoCAD 2021. Reinforced concrete elements are assessed in accordance with ČSN EN 1992-1-1.
Design of concrete structure using FRP reinforcement
Mrkvová, Kateřina ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The aim of the bachelor thesis is to carry out a structural design and design of reinforcement of a slab structure in two different variants. In the first one, typical reinforcing steel is used, the second variant is an alternative with composite FRP rebar by the top surface of the slab. Internal forces in the locally supported slab are analysed by SCIA Engineer software and the accuracy of the calculation is verified by equivalent frame method. The thesis includes structural design as well as drawings of reinforcement.
Static solution of a reinforced concrete structure
Zedník, Tomáš ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
This diploma thesis deals with the design of a mountain hotel with a roof structure made of a reinforced concrete shell. During designing three types of design were assessed. The aim was to find out which of the design solutions is the most suitable for the behaviour of a reinforced concrete structure. The Dlubal RFEM program was used to assess and calculate the internal forces in the structure. In this thesis I also deal with the design and assessment of individual elements of the selected design solution. The thesis also includes drawings of construction plans and drawings of reinforcement plans.
Design of selected elements of reinforced concrete structure
Klust, Vojtěch ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
Diploma thesis deals with the desing of reinforced two way concrete foundation slab in three variants. In the first variant is slab of constant thickness. In the second variant is haunched slab. In the third variant is slab with piles. The thesis includes a structural design as well as drawings. All calculations were performed in accordance with applicable standards. For the design was used program SCIA Engineer 19.1.
Design and assessment of selected structural members of reinforced concrete structure
Niesner, Jakub ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
This bachelor thesis deals with the static solution of the loadbearing re-inforced concrete structure of administrative three-storey building. The thesis deal with design and assessment of selected loadbearing elements, specifically reinforced concrete column, beam and cross reinforced concrete slab, above the ground floor. The structure is designed and checked for the ultimate limit state and usebility.
Behaviour of reinforced concrete columns confined with FRP wrap
Niesner, Jakub ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
Strengthening of reinforced columns confining by modern composite materials is effective method, allows quickly realized strengthening, without increase dimension of strengthening columns. Just like using reinforcing bars, is the mainly assumption for this method the multi-axis state tension and deducing confining pressure, which will increase strength of concrete. Improved of properties of confining concrete can be determined by using relationships, but there are considerably differences. This diploma theses, dealing with strengthening of circular reinforced columns confinement by external FRP fabric, compared approaches to design of reinforced concrete by confining and using the results of an analytical and numerical study to describe problem of confining concrete and compare factors influencing the final properties of the wrapped concrete.
Reinforced concrete structure of apartment building
Zápotočný, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The main subject of this bachelor thesis is focused on the design of reinforced concrete locally supported slab of a apartment building. Another part includes the design of a one selected column and stairway. The slab is located on the second floor and column on the first floor. Calculation of the internal forces is is created at computer software system Scia Engineer 17.1. The Results of the software are compared with the result of the simplified manual method. The calculation method is based on ČSN EN 1992-1-1.
Prefabricated reinforced concrete hall
Kročil, Jan ; Čairović, Dorde (referee) ; Požár, Michal (advisor)
Abstract The aim of bachor thesis was design and assessment choosed element sof reinforced concrete precast hall. Computational software SCIA Engineer 16.1. used to calculate internal forces. Calculation in acordance with applicable standards.
Reinforced concrete structure of an apartment block
Čairović, Dorde ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The master thesis is aimed for design and assessment of main bearing segments of reinforced concrete structure of apartment block: monolithic reinforced concrete slab over the second floor, foundation slab, stairway slab, pillar and wall beam. Constituent part of the thesis is also drawing documentation of reinforcement of selected segments. Calculation of the internal forces is made at graphical software system Scia Engineer.
Reinforced concrete structure
Vaněčková, Adéla ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The aim of bachelors thesis is to design of the frame monolithic reiforced concrete frame construcition of a multistoried garage. Project designe sof a typice storey of construction. The supporting structure consist of a frame consisting of rungs, which are stored by beams and slab. Rungs are supported by columns. Reaction of the structure are transmitted to the foundation soil by footings. The design was made according to standard ČSN EN 1992 – 1 – 1. Structural analisis was modeled using Scia Engineer 20014 – Student vision. The results were validated by simplified manual method.

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