Dec 7, 2019   2:52 a.m. Ambróz
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Ing. Iyad Abrahoim, PhD.
Identification number: 981
University e-mail: iyad.abrahoim [at]
Odborný asistent CSc.,PhD. - Department of Concrete Structures and Bridges (FCE)

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Basic information

Basic information about a final thesis

Type of thesis: Diploma thesis
Thesis title:BUDOVA ÚSTREDIA SLOVENSKEJ SPORITEĽNE, ~Bratislava\\Monolitická železobetónová konštrukcia s bezprievlakovými stropmi a stužujúcimi jadrami
Written by (author): Ing. Michal Moroz
Department: Department of Concrete Structures and Bridges (FCE)
Thesis supervisor: Ing. Iyad Abrahoim, PhD.
Opponent:Ing. Bohuslava Švárna, PhD.
Final thesis progress:Final thesis was successfully defended.

Additional information

Additional information about the final thesis follows. Click on the language link to display the information in the desired language.

Language of final thesis:Slovak

Slovak        English

Title of the thesis:BUDOVA ÚSTREDIA SLOVENSKEJ SPORITEĽNE, ~Bratislava\\Monolitická železobetónová konštrukcia s bezprievlakovými stropmi a stužujúcimi jadrami
Summary:Purpose of this diploma work was to elaborate the static analysis for the headquarter of Slovenská sporiteľna in Bratislava. It is 12 storey reinforced concrete frame with the local supported slabs and the stiffening cores . The idea of this theses was to review the whole structure to the effects of the vertical and horizontal loads at construction and the static analysis of the taken part of the structure in the different alternatives of construction. Chosen part of structure is ceiling slab over 4th level above ground. Analysis of the structure as a complex is executed in the reinforced concrete alternative. Analysis of the local supported slab is executed in reinforced concrete, voided slab and pre-stressed slab alternative. The ceiling structure has been designed to satisfy with requirements of the European Standard norms. Calculation model was made up in Scia Engineer 2010.1. This software allow to make static and dynamic analysis of the construction. The program allowed me to solve frequencies of oscillation in self modalities, assess the suitability of the construction and make the design of the structure members. After the design, the new calculation was made again with real flexural rigidity of members structure. Used software contains actual established technical norms and national annexes.
Key words:Slovenská sporiteľna, Prestressed slab, Voided slab

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Parts of thesis with postponed release:

Final thesis (final thesis appendices) unlimited
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