National Repository of Grey Literature 139 records found  previous11 - 20nextend  jump to record: Search took 0.01 seconds. 
Design and Assessment of Selected Parts of Load Bearing Structure
Vitálišová, Barbora ; Šimůnek, Petr (referee) ; Švaříčková, Ivana (advisor)
The diploma thesis deals with the design of selected parts of reinforced concrete elements of the exhibition room. Simultaneously, the optimization of selected elements according to valid standards and Eurocodes was carried out and the impact of these changes on the economy of construction was developed.
Reinforced Concrete Frame - Design of Selected Part of the Building
Hardubej, Martin ; Zlámal,, Martin (referee) ; Švaříčková, Ivana (advisor)
The thesis is focused on an assessment of existing structures at the four-storey apartment building. The supporting system design consists of a monolithic reinforced concrete skeleton. The subjects of assessment are girders, columns, beams and continuous slab. Another part of the project focuses on the design for reconstruction of nonconforming elements, which are the girders and beams. The work includes the development of structural analysis and reinforcement drawings of reconstructed elements.
Multifunctional Object - Analysis of Selected Parts
Martinek, Ivo ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
This bachelor thesis deals with a structural analysis of a selected reinforced concrete structure part. The load-bearing frame and slab are both designed in the same way as simple two-dimensional models. Dead and live loads are taken into consideration following the exact project instructions. A finite element analysis software is then used for modelling and structural analysis and some internal forces are later verified using hand calculation. The final part of this thesis deals with reinforcement designing and structural drawings.
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.
Structural Design of Reinforced Concrete Hall
Skotnica, Tomáš ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
This master’s thesis deals with desing and structural assessment report reinforced concrete hall in two variants. Specifically, it is variant from prefabricaed element and second variant is cast-in-place frame. The selected elements for the design are saddle grider, longitudinal bracingy, beam, column and all cast-in-place structure. The results thesis are structure assessment report of selected elements, formwork and reinforcement drawing. The structeres models were created with software Dlubal R-Fem 6 and Idea StatiCa Detail 23.0.
The design of multi-storey building
Hardubej, Martin ; Girgle, František (referee) ; Švaříčková, Ivana (advisor)
The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of individual elements. Another part of the output consists of drawings solved elements.
Concrete flat slab supported by columns
Lehoťák, Roman ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with the analysis of internal forces and the design of the shape and reinforcement of the reinforced concrete monolithic slab, the ceiling above the 6th floor of the University Hospital in Bohunice. The calculation of internal forces was performed by the substitute frame method and the finite element method in the Nemetschek Scia Engineer 18.0 program. The work deals with the design and assessment of the board and adjacent stairs.
Design and Review of Locally Supported Ceiling Plates
Tesař, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The paper is focused solutions locally supported reinforced concrete floor slab above 1.NP. To solve internal forces used finite element. Results of the finite element method will be compared with results from the simplified calculation methods. Dimensioning construction will be carried out according to ČSN-EN 1992-1-1 for ultimate limit state. It will be constructed model design, structural analysis, design documentation and accompanying Report.
Design of the Timber-Concrete Composite Ceiling Structure
Válek, Jakub ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The reconstruction of existing houses is currently a frequent issue. This work deals with the possibilities of reinforcing wooden ceilings with the focus on ceiling reinforcement using an over concrete slab. This suggested ceiling reconstruction work is desirable from the point of view of the rigidity of the object in the horizontal direction. The work includes the proposition for the composite, according to various norms and their comparison regarding the economic side of the design. The work further provides a description of the experiment, its preliminary results and its comparison with the theoretical calculation.
Timber-concrete floor slab of a family house
Gavlík, Adam ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The diploma thesis deals with a variant assessment of the wood-concrete ceiling slab of a family house. The selected part of the ceiling slab is assessed by using three different calculation methods with two types of coupling means. After comparing the individual calculations, the resulting method was chosen for the assessment and design of the remaining parts of the ceiling slab. Selected drawings of beams and couplings are part of the work.

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