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Analysis and design of a multi-storey reinforced concrete load-bearing structure
Fojtek, František ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The diploma thesis deals with the analysis of the behavior of a multi-storey reinforced concrete load-bearing structure. The building is designed as a monolithic skeleton. The main load-bearing structure of the building consists of transverse frames, which are connected by beams, on which a continuous ceiling slab is placed. The rigidity of the building is ensured by a reinforced concrete core. The building is based on the base plate. The design analysis was performed by the finite element method in the SCIA 21.1 program. The structure is designed and assessed according to ČSN EN 1992-1-1.
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SUBSTRUCTURE OF A POLYFUNCTIONAL BUILDING ČESKÁ SKALICE
Výborný, Václav ; Špinar, Petr (referee) ; Kantová, Radka (advisor)
The main contents of the thesis is solving a construction-technological project substructure of a polyfunctional building Česká Skalice. Substructure is based on two height levels on bored piles. The first height level is called SECTION A, the second height level is called SECTION B. The base structure consists an angled base plate, which consists from two horizontal plates shifted against each other about one floor and between plates is a basement wall. The base plate in SECTION A is solved together with ceiling plate 1. PP. Further there is solved structures for two lift shafts . The thesis includes a technical report, technologic instructions, plan of building site, selected constructional details, cost estimate, schedule, machinery composition, control and testing plans, safety at work and environmental protection.
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Static provision of castle
Kulla, Lukáš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages of construction and to consider the proposal in terms of ensuring the resistance of materials. Finally create a detailed documentation in the range suitable for performance. Based on engineering geology and visual survey was designed horizontal bracing prestressing cables at three levels. The first level "A" consists of a closed circuit of prestressed reinforced concrete passports, supplemented by the cross and construction of prestressed reinforced concrete passports. Next level "B,C" is used to secure the top of the building. Levels “B,C” are proposed using prestressed cable in spare cable channels.
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Multi-storey building
Jetonický, Pavel ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The subject of the master´s thesis is the design and assessment of the static load-bearing steel structure office building. It is an eight-storey building with a floor plan and dimensions 54x15m. The proposal has three variants. In one of them a steel frame with a hinge attached elements. These are the pillars, beams, trusses, joists and purlins, which are coupled with trapeze plate and thereby secure the stability of the position in the horizontal direction. The steel structure is placed between the reinforced concrete towers.
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Reinforced concrete aeration tank
Vlach, Jakub ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The aim of this work is to design and static analysis features open embedded aeration tank wastewater treatment plants, in particular the assessment base plate and exterior walls. On the basis of reports is prepared drawings consisting of reinforcement drawings and drawing shapes. The proposal was made on the values of the internal forces of the outputs of computer program SCIA Engineer 2012-Student Edition.
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Influence of subsoil stiffness on base plate deflection
Podolák, Patrik ; Zich, Miloš (referee) ; Strnad, Jiří (advisor)
The work deals with the analysis of the deflection of the base plate, which is located on the not-known subsoil. The survey of the bedrock found unevenness of the base soil and the presence of imported soil, which is mixed with construction waste. Around the perimeter of the board there are foundation belts, and in the center there is only the mentioned foundation plate. The structure is loaded with internal load-bearing walls 200 mm thick. under which there is no foundation belt. The aim of the work is to assess possible variants of the bedrock and thus prevent possible material damage. Static load calculation will be performed manually and the subsequent design model will be performed in Scia Engeneer.
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Analysis and design of a multi-storey reinforced concrete load-bearing structure
Fojtek, František ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The diploma thesis deals with the analysis of the behavior of a multi-storey reinforced concrete load-bearing structure. The building is designed as a monolithic skeleton. The main load-bearing structure of the building consists of transverse frames, which are connected by beams, on which a continuous ceiling slab is placed. The rigidity of the building is ensured by a reinforced concrete core. The building is based on the base plate. The design analysis was performed by the finite element method in the SCIA 21.1 program. The structure is designed and assessed according to ČSN EN 1992-1-1.
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Static provision of castle
Kulla, Lukáš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages of construction and to consider the proposal in terms of ensuring the resistance of materials. Finally create a detailed documentation in the range suitable for performance. Based on engineering geology and visual survey was designed horizontal bracing prestressing cables at three levels. The first level "A" consists of a closed circuit of prestressed reinforced concrete passports, supplemented by the cross and construction of prestressed reinforced concrete passports. Next level "B,C" is used to secure the top of the building. Levels “B,C” are proposed using prestressed cable in spare cable channels.
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