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Design of strengthening of the concrete structure from 1928
Bažantová, Lenka ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis is focused on assessment of the existing construction four-storey building. The supporting system consists of cast-in-place concrete frame. The aim of this work is to assess the support structure for the expected loading of the resulting change in use of buildings for residential or commercial purposes. The subjects of assesment are columns, beams, girders and floor slab. In another part of work is suggested by reinforcement of non-conforming elements. The work includes the development of stroctural analysis and reinforcement drawings of reconstructed elements.
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Restoration of masonry building
Hubený, Radim ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The final thesis is focused on restoration masonry building. Concretely assessment of resistance joist's floors, design alternative's strengthening and impact of surcharge on pronounces constructions. The choice one of alternatives strengthening, design and check of floor structure over the second floor.
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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.
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Evaluation of the Causes of Traffic Accidents Involving Public Transport Vehicles in Brno
Ševčíková, Lucie ; Finstrle, Jiří (referee) ; Panáček, Vladimír (advisor)
My master´s thesis is concerned with the problems of traffic accidents involving public transport in Brno. The first part of my master´s thesis is concentrated on an analysis of the structure of the vehicle fleet of the Dopravní podnik města Brna, a.s. (DPMB). There is an evaluation of traffic accidents of the vehicles of Brno´s public transport in the second part, according to the kind of traction. An analysis of the causes of the most common accidents was carried out on the basis of the ascertained results. In the last part, my master´s thesis is concerned with a proposal of measures to reduce the accident rate.
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Design of a civic roadway with tram track of the line no.4 in the area of Zbrojovka in Brno.
Kvaček, Ondřej ; Ing. Ladislav Minář CS.c (referee) ; Pavlíček, Jan (advisor)
The aim of this master’s thesis is to create design of a civic roadway with a tram track no.4, that is supposed to meet the transport demand of an area called Zbrojovka, which is an old industrial brownfield to be turned into a civic and business area. What is more, this roadway should provide interconnection between streets Dukelská třída and Zábrdovická. This thesis is carried out as a study. The solution is based on knowledge of Brno’s ground plan, few studies carried out by the Department of public transportation and consultations therein. All directives and standards are included in the index. This work is created using following programmes Autocad Civil 2012, Microsoft Office 2010, AutoTURN 8.1. Final solution has been reached by working in several versions and assesing the most suitable one, which is separating the tram track from the civic roadway. This separation leads to a better coverage of the area.
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Structure of the multi-storey of reinforced concrete building
Lochman, Ondřej ; Toušek, Michal (referee) ; Šulák, Pavel (advisor)
The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.
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Multifunctional object - analysis of substructures of the structure
Pelouch, Adam ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
This Bachelor thesis deals with design and evaluation local supported ceiling slab made from reinforcement concrete of polyfunctional building. The ceiling slab of the second floor was designing. Internal forces were analysed in RFEM software based on finite entity method with check of usability results by equivalent frame method. Structure was verified according to ultimate and serviceability limit states. Then the comparation of results of direct design method and finite entity method on simple slab 5X5 span.
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Diagnostics methodology of reinforced concrete structures
Zlámal, Vojtěch ; Vítek, Lubomír (referee) ; Anton, Ondřej (advisor)
The bachelor thesis deals with properties of reinforced concrete and describes its basic investigated properties. In the each parts this study deals with the methods used for diagnostics of building structures. In greater detail deals with selected methods, which are used in the practical part of this work. The aim of the practical part was to find out reinforcement in selected ceiling elements of the existing building.
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Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.
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Family house Rb -3
Růžička, Jiří ; Sibilla, Luboš (referee) ; Vlček, Milan (advisor)
The project is design a house with a small establishment. The project includes the layout and the design of the house. The house has three floors with an attic and one basement floor. It is designed as a stand-alone. The first floor of the establishment of the background and the main entrance to the house. The rest of the house is designed for family living. This part is a utility room, basement and garage in the basement. Living room with household equipment is then in the upper part of the house. The house is run by two separate entrances with wheelchair access to the premises and the entrance to the garage in the basement. The house is designed as a brick building of brick masonry Porotherm in modular size 250 (125) mm with ceramic ceilings MIAKO a cylinder. Roofed by a gabled roof. The house is located on a private plot of 1200 m2 with built up area of 120 m2. The land is gently sloping.
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