National Repository of Grey Literature 26 records found  previous11 - 20next  jump to record: Search took 0.00 seconds. 
Prefabricated reinforced concrete hall
Kročil, Jan ; Čairović, Dorde (referee) ; Požár, Michal (advisor)
Abstract The aim of bachor thesis was design and assessment choosed element sof reinforced concrete precast hall. Computational software SCIA Engineer 16.1. used to calculate internal forces. Calculation in acordance with applicable standards.
The reinforced concrete structure of elementary school
Benešová, Lenka ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is focused on the design and evaluation of the concrete monolithic ceiling slab in the shape of semicircular ring, ribs lining this plate and skylights. The result is static calculation and drawing documentation.
Strengthening of vaulted structures by prestressing
Požár, Michal ; Solař,, Jaroslav (referee) ; Drahorád,, Michal (referee) ; Klusáček, Ladislav (advisor)
The topic of this Ph.D. theis is repairing and strengthening of historical wagon vaults (barrel vaults, tunnel vaults) using post tensioning with tendons (monostrands) in longitudinal direction. The vaults should be without an edge, that´s mean the baroque vaults are well appropriate for this method. The pointed barrel vault should be problematic. The stabilization is for a wagon vault created by semicircle or segment part of a circle as well as an elliptic shape. The study has been made for vault with a width of 1 m and for the prestressing force has been used one tendon only. Of course, this method could be apply for normal constructions with a width of many meters. In this case, more tendons should be use with a suitable spacing. The goal of this work was to monitor an experiment model of an wagon vault and a real strengthened baroque vault of a church in Švábenice. During the monitor time, the static Analysis has been made. For these analysis appropriate finite elements in Ansys program has been use. The results of this work is to amplify the knowledge of the real behaviour of strengthened vaults, which could be use like instruction for the civil engineers. Further the public information guide to build an appropriate model of an Vault with an interaction with post-tensioning tendons.
Road bridge over the Budišovka river
Zývala, Pavel ; Požár, Michal (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is to design of bridge construction over the river of Budišovka located near the village of Budišov nad Budišovkou. The load bearing system is composed from one reinforced concretespan. The structural design was made in two variants, which were compared between them. For calculations of first way was used the software of Scia Engineering 16.1 and second way was calculated by simplified manual method of effective width. All calculations were performed according to actual standard EN.
Static Solution of Reinforced Concrete Structures
Konečný, Michal ; Požár, Michal (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with structural solution of continuous reinforced concrete slab of accommodation building. The constructure is designed assessed for ultimate limit state according with ČSN EN 1992-1-1: Design of concrete structures – Part 1-1: General rules and rules for buildings.
Prefabricated reinforced concrete hall
Švancara, Marek ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
This bachelor's thesis concerns with a design of particular load-bearing elements prefabricated, reinforced concrete, factory hall in Lanškroun. Calculation of internal forces was accomplished in software SCIA Egineer which uses finite element method and was verified by manual calculation using the forces method. Design was made in accordance with applicable standarts. The result is design of reinforcement and design of transport handle.
Reinfoced concrete bridge over the Budišovka river
Sehnalová, Markéta ; Požár, Michal (referee) ; Koláček, Jan (advisor)
The aim of the bachelor thesis is the design of a single-span reinforced concrete slab bridge. Two variants of cross-section of the bridge were considered – rectangular and trapezoid. The rectangular one was chosen for further design. The wall-slab model was created using calculation software Scia Engineer 16.1. The structure is supported by pot bearings.
Reinforced concrete flat slab with column head
Herold, Jakub ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
The theme of bachelor´s thesis is a concerns is static design of locally supported monolithic reinforced concrete slab with column head of underground garages at the lowest floor of the shopping center and static design of a typical column on the same floor. The design of the ceiling slab is done using software SCIA Engineer and the check is done by manual calculation using the method of cumulative moments. Column design was done by manual calculation. The design was followed according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of the work is static design of the ceiling and renforced column and drawing documentation.
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.
Design of monolithic reinforced concrete slab of polyfunctional building
Benešová, Lenka ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
Bachelor thesis is focused on the design and evaluation of monolithic ceiling slabs from the highest floors, beams and selected columns of multifunctional building. The result is a static calculation and drawings documetation.

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