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Survey and Assessment of Masonry Buildings before Modernization
Stanislav, Štěpán ; Kocáb, Dalibor (referee) ; Cikrle, Petr (advisor)
This thesis deals with the exploration and evaluation of historic masonry building. The researched building was built in the 20th 20th century. Is located in the premises of the Philosophical Faculty of Masaryk University in Brno. During preparation for the planned modernization of the survey was conducted several objects of the university complex. In this work, however, we consider only the building named "C". It will be processed by selected diagnostic method. The findings will then serve as a basis for static analysis and follow-up activities associated with modernization.
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Dynamic analysis of steel tank with liquid
Farkasová, Zuzana ; Mrózek, Michal (referee) ; Hradil, Petr (advisor)
Master´s thesis deals with dynamic analysis of steel tank with liquid. There are given parametres of structure and thein introduction to ANSYS system. There are created three numerical models for comparison, which are static and modal analysis calculated for. Spectrum analysis is calculated only for numerical models with fluid elements. Shell elements are evaluated according to EC 3.
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Static and dynamic assessment of an outlook tower construction
Valíček, Jan ; Kala, Jiří (referee) ; Salajka, Vlastislav (advisor)
This thesis deals with static and dynamic analysis of an lookout tower construction. For dynamic analysis a computational model in ANSYS software is created. Static analysis is performed by Scia Engineer software. Both of this software use finite element method. It is also focused on wind load determination by Eurocode 1, structural factor calculation, modal analysis and vortex shedding. Verification of selected parts according to Eurocodes is included.
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Influence of stiffness connections on loading of steel structures
Šik, Jan ; Vlk, Zbyněk (referee) ; Nevařil, Aleš (advisor)
This bachelor thesis focuses on the analysis of the real behavior of the joints in steel structures. The introduction describes different approaches to the modeling of joints. The first approach is based on algorithms found in normative documents ČSN EN. The other approach deals with numerical modeling of the joints using the finite element method (FEM) in SW ANSYS. In conclusion, the comparison of results of different approaches to the modeling of joints.
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Reinforced arch bridge over the Krupá river
Adler, Filip ; Pěkník, Robin (referee) ; Koláček, Jan (advisor)
This Bachelor thesis deals with the design of new bridge situated in place of an original one in Staré Město pod Sněžníkem. The original bridge is used to transfer the traffic of local road built in category of S7,5 over the Krupá river. Its construction system is designed as an arch with upper deck, with a span of 18m. Loads and construction assessment correspond to Eurocode. Calculations were performed via Scia Engineering software, version 2013.0.
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Response analysis of high-rise storage tank to static and dynamic loads
Strnadlová, Kateřina ; Vlk, Zbyněk (referee) ; Nevařil, Aleš (advisor)
This thesis describes the design and construction of water reservoir assessment for static and dynamic loads. The intoduction describes the basic design type sof reservoirs, thein static solution and design conditions. It made a preliminary calculation for determining the thickness of the shell structure and designed structure is then solid using the finite element metod (FEM) in ANSYS. In conclusion, verification of load-carrying capacity, stability and usability according to standard ČSN EN.
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The roof structure of the industrial hall in Kyjov
Nosková, Nela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The Bachelor´s thesis describes design and static assessment of the main roof structure supporting elements of the roof structure of the industrial hall in Kyjov. The hall is designed from timber. The aisle is rectangular floor plan 17,0 x 40,0 m. The main bearing structure causes as a frame truss supported by columns. Solid frame is made from solid timber C24. Purlin is designed from solid timber C24. The static calculation also includes fire resistance reports of single elements. Static analysis has been accomplished by student version of the SCIA Engineer 2012 software.
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Static analysis of flexibly supported on structures
Šnajdárková, Jana ; Brdečko, Luděk (referee) ; Vlk, Zbyněk (advisor)
This work focuses on comparing the static analysis on the various types of models. It is calculated as manual calculations and in software RFEM. Without use of the software are created simplified beam model on fixed and flexible supports and to them are calculated support reactions, shear forces and bending moments. One part focuses on the calculation of the reduction of bending moments, to achieve more accurate results. In the program are created models of rod and models of space, which are composed of surfaces. There is also created a model of the split rod to form a reduction of the bending moments over the supports. The last model is a beam with two separate chambers, which are fixed to the plate and defined as ribs which cooperates with the plate. Internal forces on all models is then compared.
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Steel structure of store building
Ďureje, Andrej ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Content of this thesis is design of the steel construction of warehouse and his static assessment. The construction of the hall is designed as double-aisled. Ground plan dimensions of the hall are 50 x 60 m. Construction is formed by planar cross-linking. Tentative design of the construction is solved in two variants, which are compared on the basis of the size of paint surface and weight. The winning variant of the construction includes the complete static analysis of supporting elements, solving of connections, details and drawing documentation.
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