National Repository of Grey Literature 35 records found  beginprevious16 - 25next  jump to record: Search took 0.02 seconds. 
Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
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.
Reinforced concrete load-bearing construction
Ilčík, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.
Design of selected load-bearing elements of reinforced concrete structure
Strmeň, David ; Čairovič, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The aim of the bachelor thesis is to design and assess the reinforced concrete structure of a two-storey car park for ultimate limit state and serviceability limit state. The thesis includes the design of a locally supported slab over the 1st floor, including the design of columns. The analysis of the internal forces on the slab is carried out using SCIA Engineer software and verified by manual calculation using the alternate frame method. Drawing documentation of the proposed elements is an integral part of the work.
Concrete flat slab supported by columns
Fárková, Karolína ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
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.
Prestreesed concrete slab
Benčíková, Mária ; Kalenda, Jan (referee) ; Perla, Jan (advisor)
The diploma thesis deals with the design of a reinforced concrete floor structure above the 1st floor of a two-storey pavilion of a spa complex. It is a point-supported slab with the use of prestress. The design is converted with respect to the required fire resistance of structures. The analysis of internal forces is performed by manual calculation using the method of spare frames and using the computational software RFEM 5.23, which uses the finite element method. The design is made according to the group of standards ČSN EN.
Selected RC Elements of Office Building
Žůrek, Jan ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
Objective of the bachelor thesis was design and assesment of a flat plate of an administrative building with round hole. The solved ceiling slab is above the first floor. Static analysis of the structure was calculated by Scia Engineer 19 software. The flat plate was assesed to the ultimate limit state and the serviceability limit state. Part of the thesis is also design and assesment of an atypical staircase.
Concrete flat slab supported by columns
Járik, Enikő ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
Static Analysis of Selected Parts of RC Building
Chalupová, Martina ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis is to design, structural check of rainforced elements. The slab, column, wall and staircase is desinged. The internal forces are obtained from Finite Element Method and are checked with the supplementary frame method. The design of elements is based on internal forces form FInite Element Method. Service limite state is check for the slab. All calculations were performed in accordance with valid standard.

National Repository of Grey Literature : 35 records found   beginprevious16 - 25next  jump to record:
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