Global ETD Search

1	Problematika důchodové reformy ve světle probíhajících demografických změn / Pension Reform Issue in the light of running demograhpic developement Kordík, Jan January 2008 (has links) This Thesis discusses the pension system issues in the Czech Republic depending on a demographic situation. The first chapter affords the historic review of pension systems and shows information concerning actual applications. The second chapter is aimed at the financial variations of the pension system. The third chapter is focused on a basic description of the contemporary pension system in the Czech Republic and historic evolution as well. In the fourth chapter, there is made an excurse throught the reformed pension systems abroad. This is provided in case of post-communist countries as well as the Latin America`s country. In the fifth chapter, there is realized an appropriate analysis of financing the actual pension system in dependence on a population evolution. There is proved an indefensibility of PAYG model through the use of a mathematic model. At the begining of the closing chapter there is a conception of each political party. The second part of its is represented by own summary and conception of this "stalemate" situation.
2	Comparison of load-bearing system in steel / Jämförelse av stålstommar Svensson, Simon January 2022 (has links) In single storey industrial buildings, the most common material used for the load-bearingsystem is steel. The load bearing system can be designed in different ways. The two mostcommon load-bearing systems of steel industrial buildings are portal frame and thetruss/pillar-system. The benefit of using these systems is the possibility of having largespan structures. These systems have also a high load capacity in function of its weight.Geometrical parameters like width, height, length, and roof slope of the building effectsthe design and the selection of which load-bearing system will be more suitable.The purpose of this thesis is to compare the two systems in terms of weight of steel, priceand global warming potential (GWP) and to see how the load-bearing systems differ. Tofulfil the purpose, it is necessary to find the geometrical parameters to design an optimalportal frame system and use the same parameters in order to design the truss/pillarsystem. By using the same geometrical parameters, the two systems can be comparable.The results of this thesis show that the truss/pillar system has less weight, lower price andlower global warming potential than the portal frame.As conclusions of this parametrical study, it was seen that the truss/pillar system isperforming better than the portal frame system. In general, it is not possible to say that thetruss/pillar-system is better. This is because this thesis work did not consider amongstithers the bracing system, foundation, connections, mounting or fabrication. But it ispossible to say that the differences between the two systems are not major. portal frame truss/pillar-system Steel industrial buildings Building Technologies Husbyggnad
3	Der hoch- und spätromanische Bauschmuck des Naumburger Domes im Zusammenhang der Baugeschichte / Architecture and decoration of the Romanesque Naumburg cathedral with regard to the history of its construction Glaeseker, Michael 19 December 2001 (has links) No description available. 45 Architektur GEL 326 Philosophy Naumburg Naumburger Dom Architektur Bauschmuck Bauornament Baugeschichte Stützensystem Romanik Hochromanik Spätromanik 12. Jh. 13. Jh. Naumburg cathedral architecture ornamental decoration construction history pillar system Romanesque 12th century 13th century 21.60 21.79

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