National Repository of Grey Literature 147 records found  beginprevious138 - 147  jump to record: Search took 0.00 seconds. 
Concrete ceiling of apartment house
Vyhnalíková, Kateřina ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bachelor thesis is to dimension and assess concrete ceiling in a typical storey of apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with results of software and also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
Concrete ceiling over stage
Škoda, Martin ; Šimůnek, Petr (referee) ; Perla, Jan (advisor)
The work focuses on the design and assessment monolothic reinforced concrete beamed ceiling. All calculations are done in accordance with Eurocode 2.
Reinforced concrete ceiling of restaurant
Břeňová, Marie ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
The work focuses on the design and assessment of selected structural elements of one overground floor monolithic concrete structures. All calculations are done in accordance with Eurocode 2.
Static solution of monolithic reinforced concrete structure
Kunčík, Martin ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Bachelor´s thesis deals with statical solution of the office building structure. The subject of the solution is a reinforced concrete monolith- frame construction. It consists of a ceiling board, rungs, beams, columns and footings. Assessment of construction is carried out for all assessed elements considered for first limit state – carrying capacity and the rungs on the second limit state - usability.
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.
Statical solution of reinforced concrete structure
Velecká, Renata ; Kostiha, Vojtěch (referee) ; Zlámal, Martin (advisor)
Bachelor's thesis deals with statical solution of structure of the office building. The theme of solution is reinforced concrete monolithic point-supported ceiling slab. It's supoported by columns and whole structure is completed by two reinforcing cores and reinforcing wall. Structure review is done according to the first limit state – carrying capacity.
Design procedure of RC members according to EC and ACI
Gabčová, Kateřina ; Laníková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The work deals with the analysis of reinforcement constructions according to ACI 318-08 and with comparing to static solution according to ČSN EN 1992-1-1. The work includes the analysis of girder and column. The assessment of these structures in terms of the 1st critical state – carrying capacity and the 2nd critical state – serviceability.
Mechanická analýza lepeného spoje dřevo - uhlíková vlákna
Harok, Jiří
This diploma thesis deals with a mechanical analysis of bonded joints between timber and carbon fibres. Bending, shear and compression tests were chosen to describe the bonded joint's behaviour. The experiments were filmed by cameras for further evaluation of relative deformation and relative shear deforation, a well as movement. The measured data were used for analysis of deformation and specimen behaviour, comparison of different wood types and specimen results, and numerical three-dimensional model compilation.
Vývoj konstrukce školního nábytku pro rozvojové země
Začal, Jaroslav
Thesis is focused on design of production, material specifications and construction technology simplifications of school chairs and seats for developing countries. The use of locally available materials and equipment of local industry with application of low-technology manufacturing processes are emphasized. In developing areas this functional school furniture represents the basic comfort for pupils and facilitates the learning process. The thesis consists of three parts. The first part is focused on and deals with experimental assessment of mechanical parameters of various rectangular joint designs. In this case joints are stress-loaded in transversal direction. The second (practical part) of the thesis deals with designing the functional shape of seats with use of joints described and tested in the first part. The third part of thesis deals with manufacturing of designed chair model due to specifications mentioned in first part of thesis and also with design of simple tool for manufacturing the joints with low-end and low-cost technology. Further the thesis introduces my own design of simple seat construction made from massive wood material manufactured by low-end technology with regards to achieving the due specifications. The task of this thesis is to design the viable manufacturing process of seats and chairs from raw wood and scrap material. Essential part of thesis is also manufacturing of seat prototype and simplified model of proposed mortise and tenon drill. The thesis encloses the literature overview, experiment methodology, description of potentially usable and really used materials. In last chapter the testing results are summarized and the sample of manufacturing is documented.

National Repository of Grey Literature : 147 records found   beginprevious138 - 147  jump to record:
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