National Repository of Grey Literature 12 records found  1 - 10next  jump to record: Search took 0.01 seconds. 
Design of load-bearing structures of residential building in Prague
Cetkovský, Jan ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
Foundation design of River Garden III in Prague
Malinský, Martin ; Boštík, Jiří (referee) ; Svoboda, Petr (advisor)
The topic of this master's thesis are the design of ensuring foundation pit and foundation of administrative building in Prague. In the vicinity of foundation pit is situated the river Vltava, which directly influences the ground water level at the job site. During construction, it is necessary to envisage the possibility of occurrence of the old building structures of docks.
Experimental tests of reinforced concrete members loaded by shear effects
Macek, Marek ; Láník, Jaromír (referee) ; Žítt, Petr (advisor)
Theoretical design and manufacture of the specimen. Load test 4-point bending shear effects. Tests on mechanical properties of the material. Numerical analysis of the test element software ATENA 2D. Static calculation according to standardized characteristics values and fair values of the test results. Evaluation and comparison of results.
Securing of Foundation Pit and Foundation Design of Apartment Building Augustin in Brno
Malinský, Martin ; Boštík,, Jiří (referee) ; Glisníková, Věra (advisor) ; Svoboda, Petr (advisor)
The topic of this bachelor's thesis is to design the foundation of apartment building AUGUSTIN in Brno with respect to geotechnical conditions. Then to design the ensuring of foundation pit for the construction of underground garages with respect to surrounding buildings. The part of this thesis is to describe the technological process of implementing the designed constructions and associated drawings.
Diagnostics of reinforced concrete structures
Holbová, Monika ; Anton, Ondřej (referee) ; Cikrle, Petr (advisor)
This diploma thesis deals with the building survey and diagnosis of the station building of a railway station in Vítkovice. It describes process of survey and evaluation of existing reinforced concrete structures and used diagnostic methods. The survey of the object is described in the practical part of the thesis, which involves location of testing spots, taking the samples for testing from the structure, laboratory testing and evaluation of the results – determination of compressive strength of concrete with classification of concrete and elastic modulus. The last part includes static calculation of selected part of the structure.
Experimental tests of reinforced concrete members loaded by shear effects
Macek, Marek ; Láník, Jaromír (referee) ; Žítt, Petr (advisor)
Theoretical design and manufacture of the specimen. Load test 4-point bending shear effects. Tests on mechanical properties of the material. Numerical analysis of the test element software ATENA 2D. Static calculation according to standardized characteristics values and fair values of the test results. Evaluation and comparison of results.
Diagnostics of reinforced concrete structures
Holbová, Monika ; Anton, Ondřej (referee) ; Cikrle, Petr (advisor)
This diploma thesis deals with the building survey and diagnosis of the station building of a railway station in Vítkovice. It describes process of survey and evaluation of existing reinforced concrete structures and used diagnostic methods. The survey of the object is described in the practical part of the thesis, which involves location of testing spots, taking the samples for testing from the structure, laboratory testing and evaluation of the results – determination of compressive strength of concrete with classification of concrete and elastic modulus. The last part includes static calculation of selected part of the structure.
Design of load-bearing structures of residential building in Prague
Cetkovský, Jan ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
Foundation design of River Garden III in Prague
Malinský, Martin ; Boštík, Jiří (referee) ; Svoboda, Petr (advisor)
The topic of this master's thesis are the design of ensuring foundation pit and foundation of administrative building in Prague. In the vicinity of foundation pit is situated the river Vltava, which directly influences the ground water level at the job site. During construction, it is necessary to envisage the possibility of occurrence of the old building structures of docks.

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