Pavel Chalupa Torsional Stifness Analysis of Formula Student Frame Modification DW, IAE, 2010, 66 str., 66 obr. This thesis is concerned with a calculation analysis of a frame construction for Formula Student. The Base design of this construction is modeled in computer program ProEngineer. In next step the model is transfered to calculation software Ansys. The analysis is made by finite element method in torion and bend there. The calculation of torsional stiffness is made of resultant values. Finally, the results are compared with previous frame versions.

Wood-framed buildings have generally performed well during earthquake events, resulting in low fatality levels. However, various degrees of damage is still observed in these buildings during previous earthquakes. Lessons learned from the performance of wood frame construction in these earthquakes is led to an improvement in the design codes and construction practices over the past decades. But, the existing buildings are still vulnerable, since they were designed based on the older codes or constructed using old construction practices. Wood frame construction is the most common construction type in Canada, especially for single family dwellings. Most of these buildings are old, built prior to any modern seismic requirement, and have not been retrofitted against the damaging effects of earthquakes. Therefore, with a number of Canadians living in areas of high or moderate earthquake risk, there is a need to develop tools to assess the seismic vulnerability of the exiting wood-framed buildings in Canada. In the following thesis, a risk-based visual seismic assessment model and a screening tool (CanRisk) is developed, to assess the seismic vulnerability of existing wood frame construction in Canada. The model is dependent on the seismic hazard, building vulnerability, and building importance/exposure, which are integrated using hierarchical fuzzy rule based modeling. In the proposed seismic assessment model, fuzzy logic is used as a computing technique to capture the vagueness and uncertainty of a seismic vulnerability assessment, caused by subjectivity involved in the evaluation process. The hierarchical fuzzy rule based modeling used in this seismic assessment method is implemented in a prototype Matlab based program (CanRisk), which incorporates the Canadian seismic design practice based on the National Building Code of Canada (NBCC) and the Canadian site seismic hazard. A sensitivity analysis is conducted to test and verify the seismic assessment model and investigate the effects of various parameters on the outcome of the assessment. Also, in a case study, selected wood-framed buildings located in the city of Ottawa are evaluated using CanRisk, to demonstrate the applicability of the program.

The subject of student work is to design supporting steel structure of administrative building of Czech television. This is a multi-storey building with square floor plan with recording studios. Supporting structure of the building is designed as frame and is solved with three variants.

If the author of the published paper digitizes such paper and releases it to third parties using digital media such as computer networks or CD-ROMs, the volume, number, and pages of the Journal of Natural Language Processing of the publication must be indicated in a clear manner for all viewers. / 京都大学 / 0048 / 新制・課程博士 / 博士(情報学) / 甲第19850号 / 情博第601号 / 新制||情||105(附属図書館) / 32886 / 京都大学大学院情報学研究科知能情報学専攻 / (主査)准教授 河原 大輔, 教授 黒橋 禎夫, 教授 河原 達也 / 学位規則第4条第1項該当 / Doctor of Informatics / Kyoto University / DFAM

The project is concerned about northern slope of water reservoir Nové Mlýny at the end of the street containing wine-cellars in the village of Strachotín. The main building is object of winery, supplementary functions are forming relaxation and feeding objects. This supplementary objects are placed under the slope by water bank. Mass - tube - of winery is jutting over the slope a points towards opponenting mountains Pálava. In the interior is this direction seconded by ramp passing through the middle of winery object. The basement is made of reinforced concrete and is intended for manufacturing, above-ground floors are carried by wood frame construction and represent presentation and administration functions.

The aim of my thesis was to propose two variants of the steel construction of the car showroom. The ground dimensions of the structure are 35 x 50 meters. The building reaches a height of 8.8 m above the surrounding terrain. The building consists of two parts. The exhibition part of the car showroom will be partially glazed and also includes office space. The second part is the adjacent car workshop. The variants differ in the construction of the enclosure of the exhibition part of the car showroom. The work includes two static designs of the supporting steel structure of the car showroom. The winning variant of the frame construction a solution of selected details and drawing documentation.

The main subject of the diploma thesis is a new construction of the hotel with sporting facility in Kuřim. The Thesis is done in a form of a project documentation with all requests by the law and regulations included. The project is Composed of two buildings, a hotel and the sporting hall. The building is Located in slope in direction to south direction. The hotel building have four Storeys. The whole disposition solution of both buildings is connected. In a first floor is located the hotel restaurant, staff background, wellness and fitness Secon and third floor is supposed to be Used Mainly for accomodating of Sportsmans, and the last fourth floor is for holding meetings and conferences. The main Supporting structure is done with as monolitic frame construction of beams, columns and continuous slabs. All roofs are done as mono-layer roofs. First floor of the sporting hall is used by people during the sporting activity. This area is composed of changing rooms with a social background and other spaces for the proper function of the hall. The main Supporting construction of the hall is designed as glued lamellar beams supported by columns.

The aim of this theis was to design of load-carrying steel structure of shopping mall in two variations. Geometric proposal and examination of structural element was made for both of variations. Then one variant was selected for detailed elaboration of details and drawings.

This thesis is focused on multifunctuinal building in Frenstat pod Radhostem. The building is two-storey with basement. Multifuctional building is situated in town centre near roundabout. The surrounding area consist of family houses, supermarket building and prefab housing estate. The goal was to create building that will not disturpt surrounding area with height and size and will create mirror effect on its facede. Mirror effect will show picture of nature around the building, especially of Beskydy mountains, To show Beskydy in the mirror the building has facade rotated to face these mountains. In basement of multifunctional house there is technical background and automatical parking stack. On the first floor the restaurant and cafeteria is situated also textil shop with their own background. On the second floor are situated offices.

The subject of this term project is the design of cast multiple-part frame of screw press with direct drive with stated parameters for heavypressing. The first part consists of a research in the field of screw presses focused on the construction of the frame and current manufacturers of the screw presses. The second part is aimed at the design of the frame according to specified parameters. The thesis includes press layout drawing, frame assembly drawing, selected detail drawings and 3D model of the frame.