National Repository of Grey Literature 27 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
Reinforced concrete load-bearing construction
Tmej, Patrik ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of the thesis is the strengthening and resistance of concrete construction. At the beginning is described composite reinforcement and their specific properties. The thesis specifically follows behavior concrete vault and the effects of load. Resistance vault is calculated by S&T model – strut and tie. Finally, the thesis contain strengthening construction by composite reinforcement. Strengthening is considered by two ways - strengthening by cohesive reinforcement and strengthening by incoherent reinforcement (wrapping).
Load-bearing concrete structure of the residential building
Hejl, Zbyněk ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
Precast concrete frame construction
Hubačková, Pavlína ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Diploma thesis focuses on the design of selected parts of precast concrete frame construction. Elements for design are prestressed girder, purlin, column, footing pocket and drilled pile. The calculation of internal forces was performed in a computational program SCIA Engineer 18. Check of the pile was performed in program GEO 5. Part of the thesis is a technical report and formworks drawing and reinforcement drawing. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
Design of reinforced concrete shell roof
Buřič, Pavel ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The purpose of this thesis is to study behaving of thin reinforced concrete shell structure with a huge span which overcomes two hundred meters. The main goal is to find an ideal shape of such structure to ensure only compression without bending tension which allows us to cover huge area with a very thin shell. For solution of internal forces was used the finite elemet method (ANSYS).The blueprints of shape of this shell are the part of this project.
Reinforced concrete structure of a multifunction building
Pohl, Martin ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The diploma thesis deals with structural solution of the reinforced structures of the polyfunctional building. The structure is designed and assessed for for ultimate limit state in accordance with ČSN EN 1992-1-1: Design of concrete structures – Part 1-1: General rules and rules for buildings.
Reinforced concrete structure of a multifunction building
Marková, Anna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of this qualification thesis is to design a reinforced concrete monolithic ceiling construction of typical floor. It concerns locally supported panel that is 250 mm thick and of irregular shape. The spread of the span is 6 x 6 m with the overshoot of 1,2 m. Inside the building there is a staircase with a lift and a plumbing stack that is surrounded by the monolithic reinforced concrete wall that is 300 mm thick. The structural height of the floor is 3500 mm. The pillars` cross-sections are 450/450 mm. An analysis using the end-element method, a static design and a drawing documentation of the ceiling panel were conducted within this thesis.
Reinforced concrete construction of cooling tower
Zralý, Tomáš ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
There was solved reinforced concrete cooling tower in the diploma thesis. This is a rotationally symmetrical construction. The cooling tower is concrete shell on columns. The cooling tower was solved using the finite element method, computer program Midas FEA. The work includes: calculation using the program Midas FEA, comparison of load between eurocode and foreign literature, the design of shell and columns, drawings form
Reinforced concrete structure of a administrative building
Čačaný, Matej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).
Reinforced concrete load-bearing construction
Eliášová, Kristýna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
My diploma thesis presents structural design of an apartment block in Praha Smíchov. It is a reinforced concrete column structure with six floors. Plane dimensions of the building are 19x36 m. The project includes design of main structural system elements - columns, ceiling plate, foundation and staircase structure.
Reinforced concrete structure of a administrative building
Večeřa, František ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Diploma thesis deals with the design of a carrier structure of an administrative building. It is a new building, which is located in the city of Brno. The building is solved as a reinforced concrete skeleton with stiffening core. There ares five overground floors. Thesis is focused on the design and the static assessment of selected parts of the building. It includes a drawing documentation.

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