National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
The use of internal composite reinforcement in the design of durable concrete structures
Koriťáková, Martina ; Januš, Ondřej (referee) ; Girgle, František (advisor)
The diploma thesis deals with processing of determining the shear strength of concrete structures reinforced with composite reinforcement, subjected to shear force, according to five different design approaches. The theoretical part of the thesis is closely related to the project FW01010520 - "Development of bent composite reinforcement for environmentally exposed concrete constructions", which is realized at the Institut of Concrete and Masonry Structures, Faculty of Civil Engineering, Brno University of Technology. The project deals with the shear strength of concrete beams reinforced with steel and composite reinforcement in various combinations. Then the load-bearing results gained within the project are compared with the values obtained by calculations according to the solved design approaches and computer software Atena Science. The second part of the diploma thesis deals with the static design and assessment of the cell structure. The cell is designed as a room inside of the medical building, where is placed device of magnetic resonance which is the reason why the cell is reinforced with non-magnetic composite reinforcement.
Serviceability limit states - the use of different design approaches for a crack width calculation.
Puža, Martin ; Lyčka, Lukáš (referee) ; Girgle, František (advisor)
The theoretical part of theses focuses on assessment of crack width by calculation according to three different design approaches with subsequent comparison in parametric study. The work also includes a design and assessment of reinforced concrete girder of asymmetric variable cross-section by ČSN EN 1992-1-1 with corresponding drawing documentation.
The use of internal composite reinforcement in the design of durable concrete structures
Koriťáková, Martina ; Januš, Ondřej (referee) ; Girgle, František (advisor)
The diploma thesis deals with processing of determining the shear strength of concrete structures reinforced with composite reinforcement, subjected to shear force, according to five different design approaches. The theoretical part of the thesis is closely related to the project FW01010520 - "Development of bent composite reinforcement for environmentally exposed concrete constructions", which is realized at the Institut of Concrete and Masonry Structures, Faculty of Civil Engineering, Brno University of Technology. The project deals with the shear strength of concrete beams reinforced with steel and composite reinforcement in various combinations. Then the load-bearing results gained within the project are compared with the values obtained by calculations according to the solved design approaches and computer software Atena Science. The second part of the diploma thesis deals with the static design and assessment of the cell structure. The cell is designed as a room inside of the medical building, where is placed device of magnetic resonance which is the reason why the cell is reinforced with non-magnetic composite reinforcement.
Serviceability limit states - the use of different design approaches for a crack width calculation.
Puža, Martin ; Lyčka, Lukáš (referee) ; Girgle, František (advisor)
The theoretical part of theses focuses on assessment of crack width by calculation according to three different design approaches with subsequent comparison in parametric study. The work also includes a design and assessment of reinforced concrete girder of asymmetric variable cross-section by ČSN EN 1992-1-1 with corresponding drawing documentation.

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